Building

Name Of Work :- Construction of PG Hostel at SSG Hospital & Medical College Campus, Vadodara

Qty. may be Total

No. ITEM DESCRIPTION Unit

more or less. In Figure In Words Estimated Amount

Demolition & Breaking of Plain cement concrete of any depth and at any height/levels including supplying of all

tools & machinary required with taking all necessary safety precautions like scaffolding, propping, underpinning,

temporary barricading etc. complete as directed by EIC. including stacking of serviceable materilas and disposal of Rupees Five Hundred

1 459.00 unserviceable materials at non objectional place with the permission of local authority. Any lavies/charges to be Cum. 542.97 FourtyTwo Paise NinetySeven

paid by agencies and no extra payments will be made for disposal and non objectinable place shall be found by the Only

Contractor including all lead and lift.

(A) P.C.C. work

Demolition & Breaking of R.C.C work of any depth and at any height/levels including supplying of all tools &

machinary required with taking all necessary safety precautions like scaffolding, propping, underpinning,

temporary barricading etc. complete as directed by EIC. including stacking of serviceable materilas and disposal of Rupees One Thousand

unserviceable materials at non objectional place with the permission of local authority. Any lavies/charges to be EightyFour Paise Thirty Only

paid by agencies and no extra payments will be made for disposal and non objectinable place shall be found by the

Contractor including all lead and lift. (i) R.C.C. work

Demolition & Breaking of Brick work and stone masonry of any depth and at any height/levels including supplying of

all tools & machinary required with taking all necessary safety precautions like scaffolding, propping, underpinning,

temporary barricading etc. complete as directed by EIC. including stacking of serviceable materilas and disposal of Rupees Five Hundred

unserviceable materials at non objectional place with the permission of local authority. Any lavies/charges to be SixtyFour Paise Sixteen Only

paid by agencies and no extra payments will be made for disposal and non objectinable place shall be found by the

Contractor including all lead and lift. .(ii) In Cement Mortar

Clearing and grubbing road land includding uprooting trank vegetation, grass, bushes, shrubs, saplings and trees

Rupees Two Paise EightyFive

4 6558.00 girth upto 300mm removal of stumps of tress cut earlier and disposal of unserviceable materials. Sqm. 2.85

A) By Mechanical means in area of light jungle.

Qty. may be Total

No. ITEM DESCRIPTION Unit

more or less. In Figure In Words Estimated Amount

Providing and erecting 3.50 metre high temporary barricading at site each panel of size 2.50 m x3.50 m made of

40x40x6 mm angle iron or 50x50x3 mm hollow MS tube posts/horizontal members/bracings covered with 1.63 mm

thick MS sheet. The sheet shall be fixed with 30x5 mm MS flat by suitable welding/riveting. The panels shall be

made so that gap of 30 cm above the ground is available making overall height as 4.0 m. MS channel ISLC 75 @

kg/m, 50 cm long shall be provided at the bottom having oval shaped holes of size 50x25 mm at both ends with

cm long MS angle 40x40x6 mm bracing. Suitable arrangement shall be made to fix the barricading to avoid from

overturning by providing 250 mm long expansion fasteners at both ends. The barricading must including solar

powered LED blinkers (amber color, visibility 500m, flashing 60–90/min) fixed at 10m intervals, and ACP/MS project

name plate of size 1200x600mm with retro-reflective lettering showing project/client/contractor details, complete Rupees Seven Hundred

5 268.00 as directed at site.The work shall be executed as per drawing/direction of Engineer-in-Charge which includes Rmt. 735.99 ThirtyFive Paise NinetyNine

writing and painting, arrangement for traffic diversion such as traffic signals during construction at site for day and Only

night, glow lamps, reflective signs, marking, flags, caution tape as directed by the Engineer-in-Charge. The

barricading provided shall be retained in position at site continuously including shifting of barricading from one

location to another location as many times as required during the execution of the entire work till its completion.

Rate include its maintenance for damages, painting, all incidentals, labour materials, equipments and works

required to execute the job. The barricading shall not be removed without prior approval of Engineer-in-Charge.

(Note :- One time payment shall be made for providing barricading from start of work till completion of work

including shifting. The barricading provided shall remain to be the property of the contractor on completion of the

Excavation for foundation upto 1.5 mt.depth by Mechanical means (Hydraulic Excavator) /manual means in all

kind of soil Including Hard Murram and Soft Rock etc including strutting, sorting & Dewatering out and stacking of

unuseful materials and disposing off the excavated stuff upto any lead and lift.(Excavated earth / Stuff to be Rupees One Hundred Twenty

stacked and surplus earth/unuseble material to be disposed with the permission of local authority any Paise One Only

lavies/charges to be paid by agencies and no extra payments will be made and disposed at non objectinable place

to be found by the Contractor. )

Excavation for foundation for 1.5 mt. to 3.0 mt. by Mechanical means (Hydraulic Excavator) /manual means in All

kind of Soil. Including Hard Murram, Soft Rock & Hard Rock (Not Required Blasting) etc. including strutting, sorting

& Dewatering out and stacking of useful materials and disposing off the excavated stuff upto any lead and lift Rupees One Hundred

(Excavated earth / Stuff to be stacked and surplus earth/unuseble material to be disposed with the permission of ThirtyThree Paise Five Only

local authority any lavies/charges to be paid by agencies and no extra payments will be made and disposed at non

objectinable place to be found by the Contractor.)

Qty. may be Total

No. ITEM DESCRIPTION Unit

more or less. In Figure In Words Estimated Amount

Excavation for foundation for 3.0 mt. to 5.0 mt. by Mechanical means (Hydraulic Excavator) /manual means in All

kind of Soil. Including Hard Murram, Soft Rock & Hard Rock (Not Required Blasting) etc. including strutting, sorting

& Dewatering out and stacking of useful materials and disposing off the excavated stuff upto any lead and Rupees One Hundred Eighty

lift.(Excavated earth / Stuff to be stacked and surplus earth/unuseble material to be disposed with the permission Paise ThirtyEight Only

of local authority any lavies/charges to be paid by agencies and no extra payments will be made and disposed at

non objectinable place to be found by the Contractor)

Excavation for foundation above 5.0 mt. depth by Mechanical means (Hydraulic Excavator) /manual means in All

kind of Soil. Including Hard Murram, Soft Rock & Hard Rock (Not Required Blasting) etc. including strutting, sorting

& Dewatering out and stacking of useful materials and disposing off the excavated stuff upto any lead and Rupees Two Hundred Two

lift.(Excavated earth / Stuff to be stacked and surplus earth/unuseble material to be disposed with the permission Paise Two Only

of local authority any lavies/charges to be paid by agencies and no extra payments will be made and disposed at

non objectinable place to be found by the Contractor)

Filling available selected / approved stacked excavated earth (excluding rock) (Earth which is stacked at any

Rupees One Hundred

location outside the campus non- objectionable place shall be found by the contractor) in trenches, plinth, sides of

10 10154.00 Cum 133.65 ThirtyThree Paise SixtyFive

foundations etc. in layers not exceeding 20 cm. in depth consolidating each deposited layer by ramming and

Rupees Four Hundred

Filling in plinth with sand under floors including watering, ramming, consolidating and dressing etc.

11 1159.00 Cum 471.69 SeventyOne Paise SixtyNine

complete.(Royalty shall be paid by contractor and supproting document submitted to client for verification.)

Providing and laying rubble soling, 23 cm thick, in a compact manner, foudation, road, footpath etc. using 200 to

Rupees One Thousand Eight

230 mm. cut size stones, covering and levelling the surface with a layer of murrum after filling the voids with smaller

12 1272.00 Cum. 1838.20 Hundred ThirtyEight Paise

sized stones or stone chips, including watering, ramming well and consolidating each layer, As per drawings and

design supplied by architect and instruction given by authority and E.I.C.

Filling in foundation and plinth with murrum or selected soil in layers of 20cm. thickness including watering, Rupees Two Hundred

13 1980.00 ramming and consolidating etc. complete. (Royalty shall be paid by contractor and supproting document Cum 296.29 NinetySix Paise TwentyNine

submitted to client for verification.) Only

Qty. may be Total

No. ITEM DESCRIPTION Unit

more or less. In Figure In Words Estimated Amount

Providing and injecting Chemical emulsion for pre constructional anti-termite treatment for all types of structure

with / without basement with RCC foundation/RCC wall or with load bearing walled foundation or developing areas

tree pits, water body etc. The chemical used shall be chloropyriphos(1:19) / Biflex TC / lindane or equivalent as per

approved make as per latest IS code no 6313 (Part II) . Plinth area in plan at GF shall only be measured and paid. A

guarantee bond of 10 years shall be furnished. Rate shall be inclusive of material required for Anti Termite

Treatment and labour for applying. a) Bottom surface and the sides of the excavation made for masonry

foundations at the rate of 4 liters/ of surface area (wherever applicable). b) At the rate of 7.5 liter/ Sqm of surface Rupees TwentyEight Paise

area to the backfill at the depth of 500mm below the original ground level. The soil in the immediate contact with FiftyFour Only

the vertical surface of RCC column shall be treated. c) Top surface of the plinth filling at the rate of 5 liter/Sqm of

internal plinth area etc. complete. d) Internal vertical surface from original Ground level to top of the earth filled in

the plinth at the rate of 7.5 liter/Sqm of surface area in contact. e) at the rate of 7.5 liter/ Sqm to the external vertical

surface below finished Ground level to the full depth of the filling complete by injecting chemical after drilling the

holes of 12 to 15mm dia, with depths of approx. 300 to 600 mm and at 150mm centre to centre and as close to the

wall as possible. f) All holes for electrical data, water supply, drainage etc. shall be treated.

Providing and filling autoclave aerated concrete block bats (broken pieces) in single or multiple layers in super

structure, filling the joints with sand mortar (Not more than 20%) 20 mm thick cement sand mortar screed in

proportion 1:6 shall be laid as per drawing. Crushing strength of aerated concrete block/ bats shall not be less than

Rupees One Thousand Three

40 KG/sqcm, minimum density in oven dry condition between 651 to 750 KG/CUM, thermal conductivity shall not

15 924.00 Cum. 1392.67 Hundred NinetyTwo Paise

exceed 0.3 W/m.k, fire resistant 4 hours in true line level and plumb and cleaning the surface with necessary tool

SixtySeven Only

tackles etc. at all floors, all heights, all levels and all places including curing, scaffolding etc complete, as per

drawing / specification and as directed by Engineer -Incharge. For all civil, plumbing, electrical & infrastructure

Providing and laying Ready Mixed cement concrete 1:3:6 (1 Cement : 3 coarse sand :6 hand broken stone

Rupees Three Thousand

16 579.00 aggregates 40 mm nominal size) and curing complete including cost of form work in (A) Foundation and plinth. Cum 3080.90

Eighty Paise Ninety Only

Note:- Refer General Note for Concrete as per Item No.

Qty. may be Total

No. ITEM DESCRIPTION Unit

more or less. In Figure In Words Estimated Amount

Providing and laying controlled cement concrete work M-150 and curing complete including the cost of form work

but excluding the cost of reinforcement of reinforced concrete work, (Design Mix use as directed by EIC/PMC : No

extra will be paid in variation of cement level, minimum cement level will be as per IS 456. less cement used as per

design mix is recoverable separately).) in PCC For Foundation, Footing etc.

'General Note : This shall be applicable to all concrete works including formwork.

1. Providing and laying controlled concrete of specified grade for PCC/RCC as per approved design mix (without fly

ash), conforming to IS 456. Concrete shall be machine-batched and machine mixed in an automatic plant,

transported in transit mixers with agitation, and placed by using pumps, cranes, etc., as required. Including

finishing, compaction, curing, rendering, and admixtures (IS 9103) for setting control. The Rate includes grooves,

drip moulds, ghisis, cut-outs, sleeves, all leads/lifts, and scaffolding from FFL/GL. Rupees Three Thousand Six

17 1321.00 2.Formwork shall be rigid, water-tight using 18 mm thick laminated marine plywood for all RCC works and Cum 3656.13 Hundred FiftySix Paise

especially external superstructure surfaces.Formwork shall be supported by MS adjustable steel props, spans, and Thirteen Only

frames, including all staging, strutting, and bracing to achieve smooth, fair-faced finishes up to 4.5 m height. No

separate payment for special shuttering on exposed surfaces. Only RCC surfaces left exposed without plaster,

cladding, or paint (except transparent water-repellent paint) shall be measured for payment. Rate includes surface

rendering, and application of primer + two coats of approved transparent water-repellent paint with minimum 10-

year durability guarantee.

3. Machine-batched/mixed concrete for all RCC/PCC works including dewatering, casting in any shape/size,

vibration, curing, and finishing.

Includes transportation, pumping, formwork (if required), and removal. Applicable to all civil, plumbing, electrical,

and infra works. No extra for cement variation; minimum cement content shall comply with IS

Providing and laying in position machine batched and machine mixed design mix M-30 grade controlled cement

concrete (without fly ash) for reinforced cement concrete work (for all Type of works), using controlled cement

content as per approved mix design (minimum Cement level as per IS 456- 2000 shall be adopted for concrete

grade), including pumping, Pouring, curing of concrete to site of laying including the cost of cost of water tight

Centering , shuttering by using 18 mm thick water proof ply with finishing, strutting and propping etc height of

propping and centering below supporting floor to ceiling not Exceeding 5.00 meter and removal of the same in any Rupees Four Thousand Five

18 5283.00 situation/stage of work from Foundation level to Plinth level etc including fair finishing also including admixtures in Cum 4549.64 Hundred FourtyNine Paise

recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without SixtyFour Only

impairing strength and durability as per direction of Engineer-in-charge but execluding the cost of reinforcement

for all lead and lift. (Note :- No extra will be paid in variation of cement level, minimum cement level will be as per IS

456. less cement used as per design mix is recoverable separately).

Note:- Refer General Note for Concrete as per Item No.

Qty. may be Total

No. ITEM DESCRIPTION Unit

more or less. In Figure In Words Estimated Amount

Providing and laying in position machine batched and machine mixed design mix M-30 grade controlled concrete

(without fly ash) for reinforced cement concrete work (for all Type of works),using controlled cement concrete work

using cement content as per approved Design Mix manufactured in fully automatic batching plant and transported

to site of work in transit mixer for any lead having continuous agitated mixer, manufactured as per mix design of

specified grade for reinforced cement concrete work including pumping of batching plant from transit mixer to site

of laying, cost of water tight Centering , shuttering by using 18 mm thick water proof ply in centring, shuttering &

Providing formwork of steel cup lock system including centring shuttering strutting and propping etc. propping and

centering below supporting floor to ceiling and removal of the same for in situ reinforced concrete and plain Rupees Five Thousand Five

19 809.00 concrete work in flat surfaces such as soffits of suspended floors slabs Landings walls, Fins and beams, column Cum 5584.05 Hundred EightyFour Paise

and the like, floors etc & sides and soffits of beams, Haunching cantilevers Girders, using grouting if required, Five Only

admixture in recommended proposition as per IS:9103 to accelerated, retard, setting of concrete, improve

workability as per direction of engineer in charge and approved , rates includes all levels/Height/Depth of work,

excluding reinforcement.

(Note :- No extra will be paid in variation of cement level, minimum cement level will be as per IS 456. less cement

used as per design mix is recoverable separately). for reinforced concrete work in:

(B) Plinth Beam / Ground Beam / Tie Beam

Note:- Refer General Note for Concrete as per Item No.

Providing and laying in position M-30 grade concrete for reinforced cement concrete work, using cement concrete

work using cement content as per approved Design Mix manufactured in fully automatic batching plant and

transported to site of work in transit mixer for any lead having continuous agitated mixer, manufactured as per mix

design of specified grade for reinforced cement concrete work including pumping of batching plant from transit

mixer to site of laying, cost of water tight Centering , shuttering by using 18 mm thick water proof ply in centring,

shuttering & Providing formwork of steel cup lock system including centring shuttering strutting and propping etc.

propping and centering below supporting floor to ceiling and removal of the same for in situ reinforced concrete and

Rupees Six Thousand Three

plain concrete work in flat surfaces such as soffits of suspended floors slabs Landings walls, Fins and beams,

20 618.00 Cum 6317.25 Hundred Seventeen Paise

column and the like, floors etc & sides and soffits of beams, Haunching cantilevers Girders, using grouting if

TwentyFive Only

required, admixture in recommended proposition as per IS:9103 to accelerated, retard, setting of concrete,

improve workability as per direction of engineer in charge and approved , rates includes all levels/Height/Depth of

work, excluding reinforcement.

(Note :- No extra will be paid in variation of cement level, minimum cement level will be as per IS 456. less cement

used as per design mix is recoverable separately). for reinforced concrete work in:

(C) Column (i) Up to Plinth

Note:- Refer General Note for Concrete as per Item No.

Qty. may be Total

No. ITEM DESCRIPTION Unit

more or less. In Figure In Words Estimated Amount

Providing and laying in position machine batched and machine mixed design mix M-30 grade controlled cement

concrete (without flyash) for reinforced cement concrete work (for all Type of works), using controlled cement

content as per approved mix design (minimum Cement level as per IS 456- 2000 shall be adopted for concrete

grade), including pumping, Pouring, curing of concrete to site of laying including the cost of cost of water tight

Centering , shuttering by using 18 mm thick water proof ply with finishing, strutting and propping etc height of

propping and centering below supporting floor to ceiling not Exceeding 5.00 meter and removal of the same in any

situation/stage of work from Foundation level to & up to & including Mumty/Machine room roof perapet level etc Rupees Six Thousand Five

21 3702.00 including fair finishing also including admixtures in recommended proportions as per IS: 9103 to accelerate, retard Cum 6536.95 Hundred ThirtySix Paise

setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in- NinetyFive Only

charge but execluding the cost of reinforcement for all lead and lift. All works above Plinth Level to Mumty/Machine

Room (upto height 45 mt) Slab Level. (Note :- No extra will be paid in variation of cement level, minimum cement

level will be as per IS 456. less cement used as per design mix is recoverable separately) for reinforced concrete

work in: for reinforced concrete work in:

(C) Column up to Ground Floor to Tenth Floor Slab level.

Note:- Refer General Note for Concrete as per Item No.

Providing and laying in position machine batched and machine mixed design mix M-30 grade controlled cement

concrete (without flyash) for reinforced cement concrete work (for all Type of works), using controlled cement

content as per approved mix design (minimum Cement level as per IS 456- 2000 shall be adopted for concrete

grade), including pumping, Pouring, curing of concrete to site of laying including the cost of cost of water tight

Centering , shuttering by using 18 mm thick water proof ply with finishing, strutting and propping etc height of

propping and centering below supporting floor to ceiling not Exceeding 5.00 meter and removal of the same in any

Rupees Six Thousand

situation/stage of work from Foundation level to Plinth level etc including fair finishing also including admixtures in

22 650.00 Cum 6028.42 TwentyEight Paise FourtyTwo

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 but execluding the cost of reinforcement

for all lead and lift. (Note :- No extra will be paid in variation of cement level, minimum cement level will be as per IS

456. less cement used as per design mix is recoverable separately).

i) Up to Plinth level

Note:- Refer General Note for Concrete as per Item No.

Qty. may be Total

No. ITEM DESCRIPTION Unit

more or less. In Figure In Words Estimated Amount

Providing and laying in position machine batched and machine mixed design mix M-30 grade controlled cement

concrete (without flyash) for reinforced cement concrete work (for all Type of works), using controlled cement

content as per approved mix design (minimum Cement level as per IS 456- 2000 shall be adopted for concrete

grade), including pumping, Pouring, curing of concrete to site of laying including the cost of cost of water tight

Centering , shuttering by using 18 mm thick water proof ply with finishing, strutting and propping etc height of

propping and centering below supporting floor to ceiling not Exceeding 5.00 meter and removal of the same in any

situation/stage of work from Foundation level to & up to & including Mumty/Machine room roof perapet level etc Rupees Six Thousand Two

23 1411.00 including fair finishing also including admixtures in recommended proportions as per IS: 9103 to accelerate, retard Cum 6248.12 Hundred FourtyEight Paise

setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in- Twelve Only

charge but execluding the cost of reinforcement for all lead and lift. All works above Plinth Level to Mumty/Machine

Room (upto height 45 mt) Slab Level. (Note :- No extra will be paid in variation of cement level, minimum cement

level will be as per IS 456. less cement used as per design mix is recoverable separately) for reinforced concrete

(D) RCC Wall Plinth level to terrace Slab lvl

Note:- Refer General Note for Concrete as per Item No.

Providing and laying in position machine batched and machine mixed design mix M-30 grade controlled cement

concrete (without flyash) for reinforced cement concrete work (for all Type of works), using controlled cement

content as per approved mix design (minimum Cement level as per IS 456- 2000 shall be adopted for concrete

grade), including pumping, Pouring, curing of concrete to site of laying including the cost of cost of water tight

Centering , shuttering by using 18 mm thick water proof ply with finishing, strutting and propping etc. and removal

of the same in any situation/stage of work from Foundation level to Plinth level etc including fair finishing also Rupees Six Thousand

24 771.00 including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, Cum 6017.87 Seventeen Paise EightySeven

improve workability without impairing strength and durability as per direction of Engineer-in-charge but execluding Only

the cost of reinforcement for all lead and lift. (Note :- No extra will be paid in variation of cement level, minimum

cement level will be as per IS 456. less cement used as per design mix is recoverable separately) for reinforced

concrete work in:

(C) RCC Floor Beam of Basement Slab

Note:- Refer General Note for Concrete as per Item No.

Qty. may be Total

No. ITEM DESCRIPTION Unit

more or less. In Figure In Words Estimated Amount

Providing and laying in position machine batched and machine mixed design mix M-30 grade controlled cement

concrete (without flyash) for reinforced cement concrete work (for all Type of works), using controlled cement

content as per approved mix design (minimum Cement level as per IS 456- 2000 shall be adopted for concrete

grade), including pumping, Pouring, curing of concrete to site of laying including the cost of cost of water tight

Centering , shuttering by using 18 mm thick water proof ply with finishing, strutting and propping etc height of

propping and centering below supporting floor to ceiling not Exceeding 5.00 meter and removal of the same in any

situation/stage of work from Foundation level to & up to & including Mumty/Machine room roof perapet level etc Rupees Six Thousand Two

25 7216.00 including fair finishing also including admixtures in recommended proportions as per IS: 9103 to accelerate, retard Cum 6237.57 Hundred ThirtySeven Paise

setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in- FiftySeven Only

charge but execluding the cost of reinforcement for all lead and lift. All works above Plinth Level to Mumty/Machine

Room (upto height 45 mt) Slab Level. (Note :- No extra will be paid in variation of cement level, minimum cement

level will be as per IS 456. less cement used as per design mix is recoverable separately)

(C) RCC Floor Beam

i) All FLoor Slab

Note:- Refer General Note for Concrete as per Item No.

Providing and laying in position M-250 grade concrete for reinforced cement concrete work, using cement concrete

work using cement content as per approved Design Mix manufactured in fully automatic batching plant and

transported to site of work in transit mixer for any lead having continuous agitated mixer, manufactured as per mix

design of specified grade for reinforced cement concrete work including pumping of batching plant from transit

mixer to site of laying, cost of water tight Centering , shuttering by using 18 mm thick water proof ply in centring,

shuttering & Providing formwork of steel cup lock system including centring shuttering strutting and propping etc.

propping and centering below supporting floor to ceiling and removal of the same for in situ reinforced concrete and

plain concrete work in flat surfaces such as soffits of suspended floors slabs Landings walls, Fins and beams, Rupees Six Thousand Three

26 19.00 column and the like, floors etc & sides and soffits of beams, Haunching cantilevers Girders, using grouting if Cum 6313.79 Hundred Thirteen Paise

required, admixture in recommended proposition as per IS:9103 to accelerated, retard, setting of concrete, SeventyNine Only

improve workability as per direction of engineer in charge and approved , rates includes all levels/Height/Depth of

work, excluding reinforcement.

(No extra will be paid in variation of cement level, minimum cement level will be as per IS 456) for reinforced

concrete work in:

(C) RCC Lintel, sill and Mullians Bands

Note:- Refer General Note for Concrete as per Item No.

Qty. may be Total

No. ITEM DESCRIPTION Unit

more or less. In Figure In Words Estimated Amount

Providing and laying in position machine batched and machine mixed design mix M-25 grade controlled cement

concrete (without flyash) for reinforced cement concrete work (for all Type of works), using controlled cement

content as per approved mix design (minimum Cement level as per IS 456- 2000 shall be adopted for concrete

grade), including pumping, Pouring, curing of concrete to site of laying including the cost of cost of water tight

Centering , shuttering by using 18 mm thick water proof ply with finishing, strutting and propping etc height of

propping and centering below supporting floor to ceiling not Exceeding 5.00 meter and removal of the same in any

situation/stage of work from Foundation level to & up to & including Mumty/Machine room roof perapet level etc Rupees Six Thousand Five

27 665.00 including fair finishing also including admixtures in recommended proportions as per IS: 9103 to accelerate, retard Cum 6533.49 Hundred ThirtyThree Paise

setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in- FourtyNine Only

charge but execluding the cost of reinforcement for all lead and lift. All works above Plinth Level to Mumty/Machine

Room (upto height 45 mt) Slab Level. (Note :- No extra will be paid in variation of cement level, minimum cement

level will be as per IS 456. less cement used as per design mix is recoverable separately)

(C) RCC Lintel, sill and Mullians Bands

i) Ground Floor to all Floor

Note:- Refer General Note for Concrete as per Item No.

Providing and laying in position machine batched and machine mixed design mix M-30 grade controlled cement

concrete (without flyash) for reinforced cement concrete work (for all Type of works), using controlled cement

content as per approved mix design (minimum Cement level as per IS 456- 2000 shall be adopted for concrete

grade), including pumping, Pouring, curing of concrete to site of laying including the cost of cost of water tight

Centering , shuttering by using 18 mm thick water proof ply with finishing, strutting and propping etc. and removal

of the same in any situation/stage of work from Foundation level to Plinth level etc including fair finishing also Rupees Five Thousand Seven

28 28.00 including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, Cum 5759.21 Hundred FiftyNine Paise

improve workability without impairing strength and durability as per direction of Engineer-in-charge but execluding TwentyOne Only

the cost of reinforcement for all lead and lift. (Note :- No extra will be paid in variation of cement level, minimum

cement level will be as per IS 456. less cement used as per design mix is recoverable separately)

(C) RCC Weathershed

i) Ground Floor

Note:- Refer General Note for Concrete as per Item No.

Qty. may be Total

No. ITEM DESCRIPTION Unit

more or less. In Figure In Words Estimated Amount

Providing and laying in position machine batched and machine mixed design mix M-30 grade controlled cement

concrete (without flyash) for reinforced cement concrete work (for all Type of works), using controlled cement

content as per approved mix design (minimum Cement level as per IS 456- 2000 shall be adopted for concrete

grade), including pumping, Pouring, curing of concrete to site of laying including the cost of cost of water tight

Centering , shuttering by using 18 mm thick water proof ply with finishing, strutting and propping etc height of

propping and centering below supporting floor to ceiling not Exceeding 5.00 meter and removal of the same in any

situation/stage of work from Foundation level to & up to & including Mumty/Machine room roof perapet level etc Rupees Five Thousand Nine

29 22.00 including fair finishing also including admixtures in recommended proportions as per IS: 9103 to accelerate, retard Cum 5978.91 Hundred SeventyEight Paise

setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in- NinetyOne Only

charge but execluding the cost of reinforcement for all lead and lift. All works above Plinth Level to Mumty/Machine

Room (upto height 45 mt) Slab Level. (Note :- No extra will be paid in variation of cement level, minimum cement

level will be as per IS 456. less cement used as per design mix is recoverable separately)

(C) RCC Weathershed

i) First Floor to Tenth Floor

Note:- Refer General Note for Concrete as per Item No.

Providing and laying in position machine batched and machine mixed design mix M-25 grade controlled cement

concrete (without flyash) for reinforced cement concrete work (for all Type of works), using controlled cement

content as per approved mix design (minimum Cement level as per IS 456- 2000 shall be adopted for concrete

grade), including pumping, Pouring, curing of concrete to site of laying including the cost of cost of water tight

Centering , shuttering by using 18 mm thick water proof ply with finishing, strutting and propping etc. and removal

of the same in any situation/stage of work from Foundation level to Plinth level etc including fair finishing also Rupees Five Thousand One

including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, Hundred Five Paise Two Only

improve workability without impairing strength and durability as per direction of Engineer-in-charge but execluding

the cost of reinforcement for all lead and lift. (Note :- No extra will be paid in variation of cement level, minimum

cement level will be as per IS 456. less cement used as per design mix is recoverable separately).

Note:- Refer General Note for Concrete as per Item No.

Qty. may be Total

No. ITEM DESCRIPTION Unit

more or less. In Figure In Words Estimated Amount

Providing and laying in position machine batched and machine mixed design mix M-30 grade controlled cement

concrete (without flyash) for reinforced cement concrete work (for all Type of works), using controlled cement

content as per approved mix design (minimum Cement level as per IS 456- 2000 shall be adopted for concrete

grade), including pumping, Pouring, curing of concrete to site of laying including the cost of cost of water tight

Centering , shuttering by using 18 mm thick water proof ply with finishing, strutting and propping etc height of

propping and centering below supporting floor to ceiling not Exceeding 5.00 meter and removal of the same in any

Rupees Six Thousand Two

situation/stage of work from Foundation level to Plinth level etc including fair finishing also including admixtures in

31 708.00 Cum 6264.67 Hundred SixtyFour Paise

recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without

SixtySeven Only

impairing strength and durability as per direction of Engineer-in-charge but execluding the cost of reinforcement

for all lead and lift. (Note :- No extra will be paid in variation of cement level, minimum cement level will be as per IS

456. less cement used as per design mix is recoverable separately).:

i) Basement Floor

Note:- Refer General Note for Concrete as per Item No.

Providing and laying in position machine batched and machine mixed design mix M-30 grade controlled cement

concrete (without flyash) for reinforced cement concrete work (for all Type of works), using controlled cement

content as per approved mix design (minimum Cement level as per IS 456- 2000 shall be adopted for concrete

grade), including pumping, Pouring, curing of concrete to site of laying including the cost of cost of water tight

Centering , shuttering by using 18 mm thick water proof ply with finishing, strutting and propping etc height of

propping and centering below supporting floor to ceiling not Exceeding 5.00 meter and removal of the same in any

situation/stage of work from Foundation level to & up to & including Mumty/Machine room roof perapet level etc Rupees Six Thousand Four

32 6907.00 including fair finishing also including admixtures in recommended proportions as per IS: 9103 to accelerate, retard Cum 6484.37 Hundred EightyFour Paise

setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in- ThirtySeven Only

charge but execluding the cost of reinforcement for all lead and lift. All works above Plinth Level to Mumty/Machine

Room (upto height 45 mt) Slab Level. (Note :- No extra will be paid in variation of cement level, minimum cement

level will be as per IS 456. less cement used as per design mix is recoverable separately)

i)Ground Floor to Tenth Floor

Note:- Refer General Note for Concrete as per Item No.

Qty. may be Total

No. ITEM DESCRIPTION Unit

more or less. In Figure In Words Estimated Amount

Providing and laying in position machine batched and machine mixed design mix M-30 grade controlled cement

concrete (without flyash) for reinforced cement concrete work (for all Type of works), using controlled cement

content as per approved mix design (minimum Cement level as per IS 456- 2000 shall be adopted for concrete

grade), including pumping, Pouring, curing of concrete to site of laying including the cost of cost of water tight

Centering , shuttering by using 18 mm thick water proof ply with finishing, strutting and propping etc height of

propping and centering below supporting floor to ceiling not Exceeding 5.00 meter and removal of the same in any Rupees Six Thousand

33 45.00 situation/stage of work from Foundation level to Plinth level etc including fair finishing also including admixtures in Cum 6017.81 Seventeen Paise EightyOne

recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without Only

impairing strength and durability as per direction of Engineer-in-charge but execluding the cost of reinforcement

for all lead and lift. (Note :- No extra will be paid in variation of cement level, minimum cement level will be as per IS

456. less cement used as per design mix is recoverable separately).

(C) Staircase (i) Up to Plinth

Note:- Refer General Note for Concrete as per Item No.

Providing and laying in position machine batched and machine mixed design mix M-30 grade controlled cement

concrete (without flyash) for reinforced cement concrete work (for all Type of works), using controlled cement

content as per approved mix design (minimum Cement level as per IS 456- 2000 shall be adopted for concrete

grade), including pumping, Pouring, curing of concrete to site of laying including the cost of cost of water tight

Centering , shuttering by using 18 mm thick water proof ply with finishing, strutting and propping etc height of

propping and centering below supporting floor to ceiling not Exceeding 5.00 meter and removal of the same in any

situation/stage of work from Foundation level to & up to & including Mumty/Machine room roof perapet level etc Rupees Six Thousand Two

34 370.00 including fair finishing also including admixtures in recommended proportions as per IS: 9103 to accelerate, retard Cum 6217.54 Hundred Seventeen Paise

setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in- FiftyFour Only

charge but execluding the cost of reinforcement for all lead and lift. All works above Plinth Level to Mumty/Machine

Room (upto height 45 mt) Slab Level. (Note :- No extra will be paid in variation of cement level, minimum cement

level will be as per IS 456. less cement used as per design mix is recoverable separately).

(C) RCC Stair Case

i) Plinth Level to Terrace level

Note:- Refer General Note for Concrete as per Item No.

Providing and laying TMT Bar FE 500/ 500D reinforcement (manufactured from original iron ore by primary

producers) for R.C.C. work and straightening, cutting, bending, binding & placing in position completed up to plinth Rupees SeventySix Paise

level. (up to as per I.S. Standard. complete. As per drawings and design supplied by architect and instruction given FiftyTwo Only

by authority and E.I.C.

Qty. may be Total

No. ITEM DESCRIPTION Unit

more or less. In Figure In Words Estimated Amount

Providing and laying TMT Bar FE 500/ 500D reinforcement (manufactured from original iron ore by primary

producers) for R.C.C. work and straightening, cutting, bending, binding & placing in position completed Above Rupees EightyOne Paise

Plinth to all floor level (up to as per I.S. Standard. complete. As per drawings and design supplied by architect and SixtyTwo Only

instruction given by authority and E.I.C.

Providing and erecting False Staging with MS props or MS H-frames for each additional height of propping and

centering where the height of propping and centering exceeds 4.2 meter between supporting floor to ceiling Rupees One Thousand Two

37 123.00 supporting as required with adequate bracing/ propping with steel props/ H frames etc. as directed by EIC including Sqm 1299.56 Hundred NinetyNine Paise

cost of de-shuttering and centering at all levels / all floors for plumbing electrical and civil works. Note : Plan area FiftySix Only

will be measured Height upto 13.0 M

Providing and position PVC Sleeves in RCC elements like walls slabs beams etc. of 6 Kg/cm2 UPVC Pipes and Rupees One Hundred

38 772.00 diameter of taking out service pipelines cables road infrasturcture work etc. upto 0.3 to 1.0 mtr. length for all floors/ Each 195.61 NinetyFive Paise SixtyOne

all levels / all heights. a) 75mm dia. Only

Providing and position PVC Sleeves in RCC elements like walls slabs beams etc. of 6 Kg/cm2 UPVC Pipes and

Rupees Two Hundred

diameter of taking out service pipelines cables road infrasturcture work etc. upto 0.3 to 1.0 mtr. length for all floors/

39 392.00 Each 226.78 TwentySix Paise SeventyEight

all levels / all heights

Providing and position PVC Sleeves in RCC elements like walls slabs beams etc. of 6 Kg/cm2 UPVC Pipes and

diameter of taking out service pipelines cables road infrasturcture work etc. upto 0.3 to 1.0 mtr. length for all floors/ Rupees Four Hundred Four

all levels / all heights Paise EightySix Only

Rupees Four Thousand One

Providing and Laying Brick work using common burnt clay building bricks having crushing strength not less than

41 254.00 Sqm 4121.55 Hundred TwentyOne Paise

35kg/Sqcm. in foundation and plinth. In cement mortar 1:6 (1 cement : 6 fine sand) (B) Conventional

Brick work using common burnt clay Buildingg bricks for foundation and super structure having crushing strength Rupees Four Thousand Four

42 418.00 not less than 35 Kg./Sq.Cm. in cement mortar 1:5 (1 cement : 5 fine sand) for foundation and up to plinth Cum 4434.92 Hundred ThirtyFour Paise

(B) Conventional NinetyTwo Only

Qty. may be Total

No. ITEM DESCRIPTION Unit

more or less. In Figure In Words Estimated Amount

Providing and laying sand based autoclave aerated concrete blocks as per drawing in single or multiple layers with

Ready mix joining mortar. Crushing strength of aerated concrete block shall not be less than 40 KG/sqcm,

minimum density in oven dry condition between 651 to 800 KG/CUM, thermal conductivity shall not exceed

w/mk, fire resistant 4 hours, in true line level and plumb and cleaning the surface with necessary tool tackles The

Rupees Four Thousand Five

drying shrinkage shall be not more than 0.05 percent for Grade 1 blocks and 0.10 percent for Grade 2 blocks when

43 190.00 Cum 4597.84 Hundred NinetySeven Paise

tested in accordance with IS : 6441 (Part-1)-1972 etc. at all floors, any heights, all depths, any levels (in foundation

EightyFour Only

and superstructure) and all places including curing, scaffolding, racking / flush jointing etc complete, as per

drawing / specification and approved by architect and as directed by Engineer Incharge for all walls, fins etc. civil,

plumbing, electrical & infrastructure work

Providing and laying sand based autoclave aerated concrete blocks as per drawing in single or multiple layers with

Ready mix joining mortar. Crushing strength of aerated concrete block shall not be less than 40 KG/sqcm,

minimum density in oven dry condition between 651 to 800 KG/CUM, thermal conductivity shall not exceed

w/mk, fire resistant 4 hours, in true line level and plumb and cleaning the surface with necessary tool tackles The

Rupees Four Thousand Seven

drying shrinkage shall be not more than 0.05 percent for Grade 1 blocks and 0.10 percent for Grade 2 blocks when

44 7016.00 Cum 4798.51 Hundred NinetyEight Paise

tested in accordance with IS : 6441 (Part-1)-1972 etc. at all floors, any heights, all depths, any levels (in foundation

and superstructure) and all places including curing, scaffolding, racking / flush jointing etc complete, as per

drawing / specification and approved by architect and as directed by Engineer Incharge for all walls, fins etc.civil,

plumbing, electrical & infrastructure work

a) Ground FLoor to All Floor

Providing and laying sand based autoclave aerated concrete blocks as per drawing (Thickness 125 mm ) in single

or multiple layers with Ready mix joining mortar. Crushing strength of aerated concrete block shall not be less than

40 KG/sqcm, minimum density in oven dry condition between 651 to 800 KG/CUM, thermal conductivity shall not

exceed 0.30 w/mk, fire resistant 4 hours, in true line level and plumb and cleaning the surface with necessary tool

Rupees Five Hundred

tackles, The drying shrinkage shall be not more than 0.05 percent for Grade 1 blocks and 0.10 percent for Grade

45 4762.00 Sqm 539.78 ThirtyNine Paise SeventyEight

blocks when tested in accordance with IS : 6441 (Part-1)-1972 etc. at all floors, any heights, all depths, any levels

(in foundation & Superstructure) and all places including curing, scaffolding, racking / flush jointing etc complete,

as per drawing / specification and approved by architect and as directed by Engineer -Incharge. . For all walls, fins

etc. civil, plumbing, electrical & infrastructure works.

a) Ground Floor to ALL Floor

Providing & laying 10mm thick cement plaster in single coat on ceilings and sofits of stairs for interior plastering Rupees Two Hundred

46 58187.00 upto floor two level finished even and smooth in C M 1:4 ( 1 cement 4 coarse sand) including finishing etc complete. Sqm 299.96 NinetyNine Paise NinetySix

a) Basement Only

Qty. may be Total

No. ITEM DESCRIPTION Unit

more or less. In Figure In Words Estimated Amount

Providing & laying 15 mm Ready Mix cement mortor 1:4 (1 cement : 4 coarse sand) cement plaster in single coat on

ACC Block/brick/concrete wall for interior plastering finished even and smooth including finishing etc complete. Rupees Four Hundred Ten

Including Water cement Compound. Paise NinetySeven Only

Providing & laying 20 mm thick double coat sand face/mala cement plaster for all floor all height with use of Ready

Mix mortar on interior/exterior Block, brick/ concrete work for plastering comprising of base coat of 12 mm thick Rupees Four Hundred

48 20112.00 cement plaster in cement mortar (1 cement: 4 coarse sand) in rough finishing and 8 mm thick top coat of cement Sqm 427.78 TwentySeven Paise

mortar 1:2 ( 1 cement : 2 coarse sand) finished with trovel including scaffolding curing etc. complete. Including SeventyEight Only

Water cement Compound.

Providing & laying average 18-20mm thick double coat water proof smooth/ wired finish cement plaster on sides of

masonry work/ block wall/ RCC wall, 12 to 15mm thick first coat in CM 1:3 (1 cement : 3 coarse sand) by spraying

with bonding agent, second coat of 6mm of CM 1:3 (1 cement : 3 fine sand) and mixing water proofing compound

powder & liquid of approved make in recommended proportions (by manufacturers) in both coats including

finishing with a flooting coat of neat cement slurry etc complete for all floor. and shall be guaranteed for minimum Rupees Four Hundred

period of 10 years after handing over the completed building by the main contractor to be finished as directed. NinetyNine Paise Fifty Only

Stamp paper guarantee 10 years to be furnished before receiving any payment from the client. Waterproofing

powder & liquid of approved make recommended proportions is to be applied before each coat and final finishing

coat. (Item shall be operated for water retaining structures, sunks, basement walls and other places specified by

Architect/ EIC ).

Providing and applying hydrophilic crystalline based waterproofing system In two coat application.The application

to be done from +ve(positive) side on a wet open pore green concrete surface at coverage of 0.8to1kg/sqm as per

manufacturer specification.It should be hydrophilic in nature,should be able to grow crystals year after year to seal

microcracks.The product should confirm to DIN1048 part5 and should provide in depth crystallization.The material

and application warranty to be given by manufacturer’s authorized distributor/applicator on prescribed format

for10 years.Note:- Treated area should be screeded using hydrophilic crystalline admixture KIM(Krstol Internal

Rupees Six Hundred

50 6254.00 Membrane) @ 2% for be stresults:-Application of crystalline coating to be done within 7days of casting of concrete Sqm 626.05

TwentySix Paise Five Only

All the waterproofing activities shall be carried out by in-house application company of the principal material

manufacturer and provide a written corporate Supply Apply Corporate Warranty from the principal manufacturer

that all work executed will be free from defects in materials, workmanship and free of leaks for a period of 10 years

from the date of Work Completion, unless resulting from structural defects or causes other than the work of this

section. Said defects shall be remedied by the principal manufacturer for the period of the warranty without

additional cost to the owner for waterproofing material only. For Basement, Toilet, Porch, Terrace

Qty. may be Total

No. ITEM DESCRIPTION Unit

more or less. In Figure In Words Estimated Amount

Providing and applying 2 component liquid applied, high build elastomeric polyurethane waterproofing system Dr.Fixit

Superseal 500 at terrace level which complies to ASTM C 836 for the minimum thickness of 1.5 mm DFT. Preparing concrete

surface which should be minimum 28 days old and M25 grade having residual moisture content < 8 %, carry out mechanical

grinding to achieve CSP 3 - CSP 5 surface profile, clean the surface to remove loose dust, dirt, loose mortar, curing compound

etc., mixing & application of Dr. Fixit Cipoxy 16D primer using suitable brush/roller coverage @ 5-8 sqmt/kg, allow the primer to

become tack free approx. for 4 to 6 hrs depending upon ambient temperature, followed by mixing and application Dr.Fixit

Superseal 500 using suitable steel trowel/notched trowel, coverage @ 2.0-2.1 kg/m2/coat to achieve minimum DFT of 1.5 mm

in single coat on horizontal surface followed by using spike roller to de-aerate entrapped air. For vertical surface application

shall be carried out in 3 coats to achieve 1.5 mm DFT using metal scrapper in max 500 mic/DFT/Coat coverage 0.65-0.7

kg/m2/coat. Dr.Fixit Superseal 500 supplied in 30 Kg set (Part A-10 Kg, Part B-20 Kg) shall be exhibiting properties i.e. Solids by

Volume : 98%, Sr. Gravity-1.33+/-0.1 g/cc, Tensile strength (ASTM D412) : >6 N/mm2, Elongation (ASTM D412) : >600%, Tear

Resistance (ASTM D624) : 35 N/mm, Shore A Hardness (ASTM D2240): 70, Bond Strength to concrete (ASTM D 7234) - >1.5

Mpa, Crack Bridging ability(Static) (EN 1062-7)- > 3.5 mm, Puncture Resistance (ASTM E154) - > 300 N, Resistance to

Rupees Seven Hundred

hydrostatic head (ASTM D5385) - > 70 Mtr, Root Resistance (CEN TS/14416) including Providing and applying 2 component

51 3800.00 Sqm 739.57 ThirtyNine Paise FiftySeven

liquid applied, high build elastomeric polyurethane waterproofing system Dr.Fixit Superseal 500 which complies to ASTM C

836 for the minimum thickness of 1.5 mm DFT. Preparing concrete surface which should be minimum 28 days old and M25

grade having residual moisture content < 8 %, carry out mechanical grinding to achieve CSP 3 - CSP 5 surface profile, clean the

surface to remove loose dust, dirt, loose mortar, curing compound etc., mixing & application of Dr. Fixit Cipoxy 16D primer

using suitable brush/roller coverage @ 5-8 sqmt/kg, allow the primer to become tack free approx. for 4 to 6 hrs depending

upon ambient temperature, followed by mixing and application Dr.Fixit Superseal 500 using suitable steel trowel/notched

trowel, coverage @ 2.0-2.1 kg/m2/coat to achieve minimum DFT of 1.5 mm in single coat on horizontal surface followed by

using spike roller to de-aerate entrapped air. For vertical surface application shall be carried out in 3 coats to achieve 1.5 mm

DFT using metal scrapper in max 500 mic/DFT/Coat coverage 0.65-0.7 kg/m2/coat. Dr.Fixit Superseal 500 supplied in 30 Kg set

(Part A-10 Kg, Part B-20 Kg) shall be exhibiting properties i.e. Solids by Volume : 98%, Sr. Gravity-1.33+/-0.1 g/cc, Tensile

strength (ASTM D412) : >6 N/mm2, Elongation (ASTM D412) : >600%, Tear Resistance (ASTM D624) : 35 N/mm, Shore A

Hardness (ASTM D2240): 70, Bond Strength to concrete (ASTM D 7234) - >1.5 Mpa, Crack Bridging ability(Static) (EN 1062-7)- >

3.5 mm, Puncture Resistance (ASTM E154) - > 300 N, Resistance to hydrostatic

head (ASTM D5385) - > 70 Mtr, Root Resistance (CEN TS/14416) : Pass

Providing and fixing Chicken wire mesh jali 16 x 24 or approved size of 22 gauge at junction of concrete and brick

Rupees Two Hundred

work / AAC Block work or between different materials after making "V" grove between two different material surface

52 4673.00 Sqm 273.71 SeventyThree Paise

and filled with rich cement mortar, nailing etc complete for all floor, any height, all shape etc complete as

SeventyOne Only

directed by engineer in charge.

Rolling and consolidating including watering (Main layer including binding materials) including filling in depressions

Rupees Thirteen Paise

53 6171.00 which occur during the process.(A) With vibratory power roller exceeding 8 tonne and not exceeding 12 tonne. with Sqm 13.42

lead upto any lead

Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a

mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in

Rupees Nine Hundred Twenty

54 1469.00 uniform layers of specified thickness with motor grader on prepared surface and compacting with Vibro roller to cum 920.16

Paise Sixteen Only

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 CBRValue-30

Qty. may be Total

No. ITEM DESCRIPTION Unit

more or less. In Figure In Words Estimated Amount

Rupees Two Thousand Seven

Providing and laying cement concrete 1:4:8 (1- Cement : 4- coarse sand : 8- hand broken stone aggregates 40 mm

55 496.00 Cmt 2747.21 Hundred FourtySeven Paise

nominal size) and curing complete excluding cost of formwork in (A) Foundation and Plinth

Providing, laying, spreading and compacting graded stone aggregates to Wet Mix Macadam in150 mm thickness as

per MORT & H specification including premixing the material with water at OMC in mechanical mix plant, carraige

Rupees Seven Hundred

56 1021.00 of mixed material by tippers to site, laying in uniform layers with paver or motor grader in sub base / base course on Cmt. 758.65

FiftyEight Paise SixtyFive Only

well prepared surface and compacting with vibratory roller to acheive the desired density.complete as per MORT &

Providing and laying in position Ready Mixed M-25 grade concrete for RCC Trimix floor having compressive strength

not less than 25 Mpa/mm2 on prepared sub-base / floors etc. Surface shall be finished using vaccume dewatering

Rupees Seven Thousand

method to achieved finish surface using metallic silica base hardener & tough surface using recron - fiber as per

57 900.00 Cum 7393.20 Three Hundred NinetyThree

manufacturer's guideline and IS standards. minimum floor hardent to be used as 3-4.5 kg/m2 area of works.

Paise Twenty Only

Construction joints shall be provided at every 3m distance having groove of size 25mm wide & 1/4 deep of total

floor thickness. Rate are inclusive of required reinforced concrete of grade M25 and 150mm thickness, tools,

tackles, laser skid finished using vacuumed dewatering method, machinery, chemicals & resources etc.

Providing and applying 2mm thick Texture Paint of Earthen Textures, Travertino Texture, Coral texture or equivalent

make incorporating fine filaments made of polymer and aggregating natural stone powder with making grooves on

existing base coat of 20 mm thick smooth mala plaster etc. This product is a special textured decorative paint.

Based on acrylic copolymer emulsion. Can provide variety of patterns when applied with different techniques.

Rupees Four Hundred

58 9568.00 Covers minor cracks and undulations in the surface. Resistant to algae and fungus. The product shall have a Sqm 454.50

FiftyFour Paise Fifty Only

Volume Solids of minimum 75 ± 2 volume% This product shall have a VOC limit not more than 17 g/l ISO 11890 EU.

The Texture shall have a DFT – 2MM to be achieved in one coat The product can be like Profile décor (Rustic) of

Jotun Paints or approved equivalents. The texture shall be applied by conventional Nylon or steel trowel at the

Qty. may be Total

No. ITEM DESCRIPTION Unit

more or less. In Figure In Words Estimated Amount

Natural crushed Granite Spray Thickness 1.5mm- 1.8 mm ( TEXTURE PAINT)

Providing and applying acrylic aggregate textured non pigmented wall finish coating in 100% natural / non

pigmented Crushed Granite stone finish as per sample approved by Engineer-in-charge on the exterior walls of the

The first coat shall be of low VOC Acrylic primer mixed with wall sealer (Ratio 1:1)at the rate of 0.15- 0.20 ltr per

sqm. The texture material shall be applied at the rate of average 2.0- 2.5 kg / square meter and average 1.5- 1.8 mm

thickness on the exterior walls. Any Flaking, Plaster of Paris, Gypsum or other absorbent material surfaces should

be brushed and removed. All undulations, broken edges, irregularities should be rectified before application of the

textured layer. The textured layer shall be applied in two layers, first with with special plaster spray gun with a

pressure 2bhp to achieve a uniform texture and the second coat with same process as repeat & Finishing walls with

Rupees One Thousand One

a clear coat in two coats that incorporate hitech-fluorocarbon resin which act as protective shield against

59 3827.00 Sqm 1135.24 Hundred ThirtyFive Paise

ultraviolet rays , it will further enhance & protect all surface coating as recommended by the manufacturer and as

TwentyFour Only

per the direction of Engineer-in-charge. as per the approved sample complete to the satisfaction of Engineer-In-

Charge upto all floor height levels as per drawings.

Application Process

1.Applying Priming coat of acrylic Primer mixed with wall sealer & water in the ratio of (1:1).in approved shade

2. Repair check of plaster surface with Exterior grade cement mixed with Primer.

3. First coat to obtain highly dense smooth appearance of 0.5 to .8 mm

thick by applying over the primer. to be applied with spray / trowel depends upon the surface

5. .Second coat of 100% natural crushed granite material 0.8 to .1.00 mm thick by applying a spray gun with a

pressure of 2bhp to achieve desired finish.

6.two coat of water base Protective.

Providing and applying 8 mm thick decorative wall finish using Luxture Decorcem or other approved premium-grade

decorative plaster over exposed RCC or brick masonry surfaces, including surface preparation, application of base

coat, joint treatment, leveling and tapping to achieve a surface tolerance of ±3 mm, application of Durabond or

equivalent high-performance bonding agent, and finishing with two coats of Decorsil textured finish

Rupees One Thousand Five

(Silicone/Quartz-based paint) or other approved premium textured paint in approved shade and pattern. Work shall

60 5741.00 Sqm 1598.30 Hundred NinetyEight Paise

also include application of a final waterproof protective clear coat for enhanced durability and weather resistance.

The surface shall be rendered to a true line, level, and uniform texture as per approved sample. The work shall be

carried out as per architectural drawings, design intent, and instructions of the Engineer-in-Charge (E.I.C.) and

competent authority, including all labour, materials, scaffolding, tools, and equipment, and at all floors and

heights, complete in all respects.

Qty. may be Total

No. ITEM DESCRIPTION Unit

more or less. In Figure In Words Estimated Amount

Providing and applying Wall painting (three coats) with plastic emulsion paint of approved brand and manufacture

Rupees One Hundred Fifteen

61 122552.00 on under coated wall surface to give and even shade including throughly brushing the surface free from mortor Sqm 115.43

Paise FourtyThree Only

droppings and other foreign matter and sand paperd smooth on new work to give an even shade.for all height

White washing with lime on wall surface (two coats) to give an even shade including thoroughly booming the Rupees Twelve Paise

surface to remove all dirt, dust; mortar drops and other foreign matter. SeventyThree Only

Finishing wall with weather proof low velocity ultima exterior emulsion paint on wall surface (two coats) Including

Rupees One Hundred

63 21097.00 coat primer and 2 Cost Putty (If required) on wall surface to give a required shape even shade after thoroughly Sqm 117.40

Seventeen Paise Fourty Only

brushing the surface to remove all dirt, and remains of loose powdered materials. Etc complete for all height

Applying two coats of acrylic lapy (putty) & two coats of primer of approved brand and manufacture on new wall

Rupees FourtySix Paise

64 82791.00 surface to give an even shade including thoroughly brushing the surface free from mortar dropping and other foreign Sqm 46.14

matter and sand papered smooth.

Providing and fixing rough ground (packing) in the gap between wall or stone sill jambs and frame. The frame

assembly / surfaces to which is to be fixed with srews shall be inclusive (1) Anchor fastners of Hilty HRDUGT-10 X

140 x70mm or equivalent at approx 2 nos. in 2 rmt length of part thereof as required to fix the aluminium frame) Av. Rupees One Hundred

65 6206.00 8 mm thick wooden seasoned C.P. teak wood / water proof marine ply confirming to IS 710 filling the gap between Rmt. 183.54 EightyThree Paise FiftyFour

wall or stone jambs, sills and frame on all sides (inside / outside) and along the perimeter first with polyeurothene Only

baker rod and av. 10 mm thickness and then sealing the remaining gap with neutral grade sealant of approved make

Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid door/window/Ceosetory

windows & other Frames/Chowkhat comprising of virgin PVC polymer of K value 58- 60 (Suspension Grade),

calcium carbonate and natural fibers (wood powder/ rice husk/wheat husk) and non toxic additives (maximum

oxicity index of 12 for 100 gms) fabricated with miter joints after star headed SS screws having minimum frame

density of 750 kg/ cum, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge),minimum compressive

strength of 58 N/mm2, modulus of elasticity 900 N/mm2 and resistance to spread of flame of Class A category with

Rupees Eight Hundred Eleven

66 8484.00 property of being termite/borer proof, water/moisture proof and fire retardant and fixed in position with M.S hold Rmt. 811.17

Paise Seventeen Only

fast/lugs/SS dash fasteners of required dia and length complete as per direction of Engineer-In- Charge. Note: For

WPC solid door/window frames, minus 5mm tolerance in dimensions i.e depth and width of profile shall be

acceptable. Variation in profile dimensions on plus side shall be acceptable but no extra payment on this account

shall be made. applying PVC solvent cement and screwed with full body threadedComplete as per direction of

Engineer-in-Charge.

1) Frame size 50 x 100 mm The Item is to be use for Furniture making also

Qty. may be Total

No. ITEM DESCRIPTION Unit

more or less. In Figure In Words Estimated Amount

Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid plain flush door shutter of

required size comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural

fibers (wood powder/ rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms)

having minimum density of 650 kg/cum and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum

compressive strength 50 N/mm2, modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A Rupees Three Thousand

67 5032.00 category with property of being termite/ borer proof, water/moisture proof and fire retardant With finishing of Sqm 3720.48 Seven Hundred Twenty Paise

laminate or wooden finish as per design askd by arch or eic and including stainless steel butt hinges of required FourtyEight Only

size with necessary full body threaded star headed counter sunk S.S screws, Handles, Stopper, Door closer, Tower

bolt, Baby Latch & Mortise Lock all as per direction of Engineer-In- Charge, Material test certificate and

authentication should be compulsory provided by the manufacturing company 1) 30 mm thick The Item is to be

use for Furniture making also so, rate includes all type of work as per E.I.

Designing, fabricating, testing, protection, installing and fixing in position semi (grid) unitized system of structural glazing (with

open joints) for linear as well as curvilinear portions of the building for all heights and all levels, including:

(a) Structural analysis & design and preparation of shop drawings for the specified design loads conforming to IS 875 part III

(the system must passed the proof test at 1.5 times design wind pressure without any failure), including functional design of

the aluminum sections for fixing glazing panels of various thicknesses, aluminium cleats, sleeves and splice plates etc.

gaskets, screws, toggles, nuts, bolts, clamps etc., structural and weather silicone sealants, flashings, fire stop (barrier)- cum-

smoke seals, microwave cured EPDM gaskets for water tightness, pressure equalisation & drainage and protection against fire

hazard including:

(b) Fabricating and supplying serrated M.S. hot dip galvanised /Aluminium alloy of 6005 T5 brackets of required sizes, sections

and profiles etc. to accommodate 3 Dimentional movement for achieving perfect verticality and fixing structural glazing

system rigidly to the RCC/ masonry/structural steel framework of building structure using stainless steel anchor fasteners/

bolts, nylon seperator to prevent bimetallic contacts with nuts and washers etc. of stainless steel grade 316, of the required

capacity and in required numbers.

(c) Providing and filling, two part pump filled, structural silicone sealant and one part weather silicone sealant compatible with

the structural silicone sealant of required bite size in a clean and controlled factory / work shop environment, including double Rupees Three Thousand Four

sided spacer tape, setting blocks and backer rod, all of approved grade, brand and manufacture, as per the approved sealant Paise SeventyFive Only

design, within and all around the perimeter for holding glass.

(d) Providing and fixing in position flashings of solid aluminium sheet 1 mm thick and of sizes, shapes and profiles, as required

as per the site conditions, to seal the gap between the building structure and all its interfaces with curtain glazing to make it

(e) Making provision for drainage of moisture/ water that enters the curtain glazing system to make it watertight, by

incorporating principles of pressure equalization, providing suitable gutter profiles at bottom (if required), making necessary

holes of required sizes and of required numbers etc. complete. This item includes cost of all inputs of designing, labour for

fabricating and installation of aluminium grid, installation of

glazed units, T&P, scaffolding and other incidental charges including wastages etc., enabling temporary structures and

services, cranes or cradles etc. as described above and as specified. The item includes the cost of getting all the structural

and functional design including shop drawings checked by a structural designer, dully approved by Engineer-in-charge. The

item also includes the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved

laboratory, field tests on the assembled working structural glazing as specified, cleaning and protection till the handing over of

the building for occupation. In the end, the Contractor shall provide a water tight structural glazing having all the performance

Qty. may be Total

No. ITEM DESCRIPTION Unit

more or less. In Figure In Words Estimated Amount

Providing, assembling and supplying vision glass panels (IGUs) comprising of hermetically-sealed 6-12- 6 mm

insulated glass (double glazed) vision panel units of size and shape as required and specified, comprising of an

outer heat strengthened float glass 6mm thick, of approved colour and shade with reflective soft coating on surface

# 2 of approved colour and shade, an inner Heat strengthned clear float glass 6mm thick, spacer tube 12mm wide,

dessicants, including primary seal and secondary seal (structural silicone sealant) etc. all complete for the

required performances, as per the Architectural drawings, as per the approved shop drawings, as specified and as

directed by the Engineer-in-Charge. The IGUs shall be assembled in the factory/ workshop of the glass processor. Rupees Three Thousand One

69 81.00 (Payment for fixing of IGU Panels in the curtain glazing is included in cost of item No.25.2) For payment, only the SMT 3182.96 Hundred EightyTwo Paise

actual area of glass on face # 1 of the glass panels (excluding the areas of the grooves and weather silicone sealant) NinetySix Only

provided and fixed in position, shall be measured in sqm.

(i) Coloured tinted float glass 6mm thick substrate with reflective soft coating on face # 2, + 12mm Airgap + 6mm

Heat Strengthened clear Glass of approved make having properties as visible Light transmittance (VLT) of 25 to

%, Light reflection internal 10 to 15%, light reflection external 10 to 20 %, shading coefficient (0.25- 0.28) and U

value of 3.0 to 3.3 W/m2 degree K etc. The properties of performance glass shall be decided by technical

sanctioning authority as per the site requirement.

Extra for openable side / top hung vision glass panels (IGUs) including providing and supplying at site all

accessories and hardwares for the openable panels as specified and of the approved make such as heavy duty

Rupees Three Thousand One

stainless steel friction hinges, min 4 -point cremone locking sets with stainless steel plates, handles, buffers etc.

70 41.00 SMT 3142.56 Hundred FourtyTwo Paise

including necessary stainless steel screws/ fasteners, nuts, bolts, washers etc. all complete as per the

Architectural drawings, as per the approved shop drawings, as specified and as directed by the Engineer-

Providing, fabricating and supplying shadow box of required size and shape, for fixing in the spandrel portion of the

structural glazing, in linear as well as curvilinear portions of the building by providing semi -rigid, inorganic, non-

combustible fibre glass wool insulation 50 mm thick, conforming to IS: 8183 and BS: 3958 Part 5. The insulation Rupees One Thousand Eight

71 25.00 layer shall have facing (factory bonded on surface # 1 of the fibre glass insulation layer), of black non-woven fibre SMT 1848.51 Hundred FourtyEight Paise

glass tissue of nominal thickness 0.5 mm and nominal mass not less than 60 gm /sqm, made of randomly oriented FiftyOne Only

glass fibres distributed in a binder by a wet-lay process including fixing 1.5 mm thick solid aluminum sheet backing

using, 6 mm thick cement board including SS rivets, nuts, bolts, washers etc complete.

Qty. may be Total

No. ITEM DESCRIPTION Unit

more or less. In Figure In Words Estimated Amount

Glass Door With Patch Fitting

Providing and fixing Frameless 12 mm Glass Door with S/S Patch fitting consisting of 12mm thick etched toughened

glass with Patch fittings such as Top Pivot, Top patch ,Bottom Patch, Corner Lock with EPC, Lock keeper plate, 'H'

Pull Handle 450 (ctc 350mm* dia 25mm) and Floor spring with standard spindle conforming to CE marked, non-

handed unit suitable for doors up to 120 kg leaf weight, with adjustable spring strength (size EN 1 – 4) and closing

speed, with closing action operational from approx. 175°, fixed hold open at 90° and SS cover plate. Featuring Rupees Six Thousand Three

72 29.00 hydraulically fully controlled closing cycle, mechanical backcheck and including cement box. Dimension of the SMT 6320.58 Hundred Twenty Paise

floor spring body - Length - 285 mm, width - 82 mm and Height - 50 mm & Weight - 3 Kg. Finish : Satin Stainless FiftyEight Only

Steel. (NOTE: Opening size 900mm x 2100 mm Single Leaf, each Leaf weight upto 120kg). The above work complete

in all respect as per approved drawings and to the satisfaction of Engineer-in-Charge/ Architect Consultant.The rate

shall include the cost of providing & fixing 1 nos of 50mm X 100mm X 1200mm ply wood member for fixing the S/S

patch fitting at lintel level The list of the items s/s fittings & accessories shall be as below: Pivot with fixing plate,

material thickness 3 mm, to let into the ceiling PT Standard Bottom Patch Fitting SS Finish.

Providing and fixing in position collapsible steel shutters with vertival channels 20 mm x 10 mm x 2 mm braced with

Rupees Five Thousand Nine

flat iron diagonals 20 mm x 5 mm size with top & bottom rails of T iron 40 mm x 40 mm x 6 mm with 38 mm diameter

73 22.00 SMT 5941.61 Hundred FourtyOne Paise

steel pulleys complete with bolts, nuts, locking arrangements, stopper handles including applying a priming coat of

red lead paint.

Providing and fixing factory-fabricated HMPS door frames of “WELLDOOR” or approved equivalent, made from

mm thick galvanized steel sheet of size 200 x 65 mm (depth x profile width), with single rebate suitable for flush

mounting on one side (corridor-facing), conforming to IS: 4351. Frame shall include internal stiffeners, holdfasts,

internal pad plates for hardware, and mortar guards at hinge locations. The frame shall be designed to receive a

mm / 40 mm thick flush door shutter with a 15 mm rebate.

Each frame shall be provided with 4 Nos. of stainless steel butt hinges (3 mm thick x 150 mm long), fixed with

Rupees Nine Hundred

74 5846.00 stainless steel countersunk screws. Frame shall be pre-treated with zinc phosphate and factory-finished with Rmt 963.56

SixtyThree Paise FiftySix Only

powder coating (minimum 60–80 microns) in approved shade. Internal cavity shall be filled with PCC 1:2:4 (1 part

cement: 2 parts coarse sand: 4 parts 10 mm nominal size stone aggregate). Frame to be fixed to masonry with

holdfasts and/or anchor fasteners as required. All work shall be carried out as per approved drawings and

instructions of the Engineer-in-Charge, including all materials, labour, tools, lead, and lift complete

The frame shall maintain a flush finish on the corridor/public side and shall not project beyond wall plaster line. All

hardware cut-outs (for locks, tower bolts, closers) shall be factory prepared or as per site requirements.

Qty. may be Total

No. ITEM DESCRIPTION Unit

more or less. In Figure In Words Estimated Amount

Providing, supplying, and fixing in position ISI-approved solid core flush door shutter of thickness not less than

mm, single shutter type, fabricated with first-class seasoned and chemically treated waterproof hardwood frame,

cross-bands, and face veneers of ISI-approved waterproof plywood bonded with phenolic resin adhesive for water

resistance and dimensional stability; both faces laminated with 1.00 mm thick premium quality decorative

Rupees Three Thousand Five

laminate sheets (approved brands like Greenlam, Aerolam, or equivalent); all edges sealed with 6 mm thick Indian

75 2255.00 Smt 3521.79 Hundred TwentyOne Paise

teak wood batten, properly polished and fixed; complete with stainless steel hardware including 12 mm dia,

SeventyNine Only

mm long heavy-duty Aldrop on one side, 10 mm dia, 300 mm long CP Brass tower bolt (Tadi) on the other side,

mm stainless steel door stopper, and a pair of 150 mm SS 304 Grade stainless steel handles on both sides; all

screws and fasteners of stainless steel; including all necessary labour, materials, tools, and accessories for a

complete and functional flush door unit

Providing and fixing of Anodised Aluminium (Matt finish) frame work (Horizontal and verticals , Styles and rails, ball

bearing) for Doors/ window/ventilation/alluminum partition with required Domal sections including fixing all items

and hinged / pivoted arrangements for operation of shutters and labour cost for fixing of door fittings and locks

including all items and contingencies described above complete (Aluminium beadings and glazing clips & section

measured under this item only) NOTE : All fitting works shall be carried out as per I.S. specifications including cost

of necessary rivets, screws, lugs, scaffolding, rubber gaskets etc., complete all generally as per drawings. The sizes

of the components should confirm as per details in drawings. Providing and fixing at all heights / in all floors with all

leads. Colour Anodised Aluminium doors / windows / partitions manufactured from best extruded Aluminium

sections confirming to ISI cut to length, joints mitred and corners grinded with joints water proof the outer frame

and shutter frame stiffened with corner angle and strips provided for in the frame for fixing the frame to R.C.C Rupees Four Hundred

Columns / masonry/Granite Frame on sides, R.C.C lintels/Granite Frame on top and P.C.C sills or floor at bottom, SixtyTwo Paise Eight Only

the frame work fixed with standard approved fastenings all generally as per details shown in drawings and

specification with all the sections pretreated for removal of any rust & scales and prevention of further rust/scale

formation and coated with greasy materials for non-adherence of mortar or any other sticky materials and this coat

to be removed after installations 1)Sheet metal screws, wool pile and aluminium angle corner cleat of required

thickness and of full width, etc. for assembling the frame and shutter; 2)Glazing clips for receiving infill panel for

Double Glazed Unit (DGU), any type of Glass, Compact Sheet, Louvers; 3) Best quality wool pile where ever shutter

touches the frame; 4) Anchor fasteners for fixing the frame assembly to the RCC or Granite or masonry surfaces

Note:-As per drawings and design supplied by architect and instruction given by authority and E.I.C.

Qty. may be Total

No. ITEM DESCRIPTION Unit

more or less. In Figure In Words Estimated Amount

Designing, Providing & Fixing Three Track colour Anodised aluminium slide windows having colour anodised

sections (of Domal Section or Equivalent Make) as per design .The top of the window shall be fixed with 5 mm

thick Frosted/sand balasted toughned glass and at the bottom solid panel shall be fixed . The cost is including of

Rupees Four Thousand Six

locking arrangement, Roller, Bearing, 5 mm thick Frosted/sand balasted toughned glass ( SHGC, U Value & VLT

77 96.00 Sqmt. 4631.25 Hundred ThirtyOne Paise

Value must be comply Green Building norms.) with fitting & fixture, black EPDM & transperent silicon Sealant on

TwentyFive Only

outer framing, all necessary accessories etc. complete for window and including Mosquito Shutter conststing of

S.S.wire gauge of avaerage width aperature 1.4 mm with wire of dia meter 0.63mm necessary cutting and making

good etc. for window as per detailed drawings and instructions of an Architect/ EIC.

Designing, Providing & Fixing Four Track extruded aluminium slide windows having colour anodised sections (of

Domal Section or Equivalent Make) as per design .The top of the window shall be fixed with 5 mm thick

Frosted/sand balasted toughned glass and at the bottom solid panel shall be fixed . The cost is including of locking

arrangement, Roller, Bearing, 5 mm thick Frosted/sand balasted toughned glass ( SHGC, U Value & VLT Value must Rupees Five Thousand Eight

be comply Green Building norms.) with fitting & fixture, black EPDM & transperent silicon Sealant on outer framing, Paise SixtyNine Only

all necessary accessories etc. complete for window and including Mosquito Shutter conststing of S.S.wire gauge of

avaerage width aperature 1.4 mm with wire of dia meter 0.63mm necessary cutting and making good etc. for

window as per detailed drawings and instructions of an Architect/ EIC.

Designing,Providing & Fixing ventilation having colour anodised sections (of Domal Section or Equivalent Make)

fixed with5 mm frosted toughned glass louvers and fixed glass ( SHGC, U Value & VLT Value must be comply Green Rupees Four Thousand Eight

79 632.00 Building norms.) window. The cost is including of locking arrangement, fitting & fixture, black EPDM & transperent Smt 4835.27 Hundred ThirtyFive Paise

silicon Sealant on outer framing, all necessary accessories etc. complete as per detailed drawings and instructions TwentySeven Only

of an Architect/ EIC.

Providing and fixing Tinted Float Glass of any size, any shape and specified thickness and SHGC velue 25 % in frame

and shutter work with necessary cutting of glass as per drawing & specifications including providing and fixing Rupees One Thousand Two

80 164.00 EPDM quality rubber/silicon sealant/structural sealant 3M tape on the periphery of the glass as per the required Smt 1262.50 Hundred SixtyTwo Paise Fifty

thickness etc. complete a tall floors/alllevels/all heights as per the directions of Architect. Actual installed quantity Only

shall be measured and paid. Rate shall be inclusive of all type of wastage. (a) 6 mm thick

Providing and fixing Compact Sheet of any size, any shape, specified thickness in aluminium frame and shutter

work with necessary cutting of sheet, single side, double side coloured as per drawing & specifications including

Rupees One Thousand One

providing and fixing EPDM quality rubber/silicon sealant/3Mtape/screwing on the periphery of the sheet as per the

81 50.00 Smt 1177.66 Hundred SeventySeven Paise

required thickness etc. complete at all floors/all levels/all heights as per the drawing & directed by EIC/Architect.

Cut edges of the compact sheet shall be provided with masking tape. Actual installed quantity shall be measured

and paid. Rate shall be inclusive of all type of wastage.(a) 6 mm thick (Plain)

Qty. may be Total

No. ITEM DESCRIPTION Unit

more or less. In Figure In Words Estimated Amount

Providing & fixing SS 316 Medium Duty Hydraulic Floor Spring for 80to130KG with cover plate & adjustable

concealed casted top pivot of any color with necessary screws and as per drawing,complete as approved by Rupees Four Thousand

Architect. Rate shall be inclusive of cutting off loor neatly, grouting the floor spring & cleaning/ polishing the floor & FourtyNine Paise Nine Only

maintaining in good working condition till defect liability period with one year guarantee.

Rupees Eight Hundred

83 50.00 Providing and Fixing heavy duty S.S. Door Closer as directed by Engineer In charge. No. 869.61

SixtyNine Paise SixtyOne Only

Providing, fixing & designing of DGU glass panel system of approved make at any levels/ any heights/ all floors. as

per approved make of any size, any shape and specified thickness in frame and shutter work with necessary cutting

of glass as per drawing & specifications including providing and fixing EPDM quality rubber/ silicon sealant/

structural sealant as per approved make of 3M tape on the periphery of the glass as per the required thickness etc.

complete at all floors/ any levels/ any heights as per the directions of Architect. Selection of glazing to be made as

per structural stability, panel size, wind load before execution. All sections and accessories shall have to be

approved by Architect before execution. Test certificates for SHGC & U-value to be submitted to architect / EIC for Rupees Four Thousand

84 67.00 verification and must be approved by EIC. DGU Panels should be factory fabricated and should be as per approved Sqm 4072.15 SeventyTwo Paise Fifteen

manufacturers specifications. DGU Glass system shall be 6 mm reflective toughened glass + 10 to 12 mm air gap Only

between filled with argon inert gas and hermetically sealed + 6 mm toughened glass which will take care of SHGC=

0.39, U value= 0.61BTU/hr.sqft. Deg F or 3.46 W/sqm K. Manufacturer should take the onsite measurement of the

work before placing the order of DGU and should also ensure civil works adequacy for installing the system.

Manufacturer should also submit data sheet before placing of the order to confirm it technical data to architect.

Contractor to submit 10 year gurantee bond to client for entire system. Aluminium section will be paid seperately in

relevent item by weight.

Providing and fixing Stainless steel mosquito net jali ,wire of I.S gauge designation 85-G with wire of 0.56 mm fix in

Rupees Six Hundred

aluminium door, window, ventilator shutters of any size, any shape with etc all complete at all floors/all levels/all

85 756.00 Smt 698.92 NinetyEight Paise NinetyTwo

heights as per the architectural drawings and the directions of Engineer-in-Charge. Actual laying installed Jali shall

be measured. (Cost of aluminium snap beading shall be paid in basic item)

Providing, Supplying and installation of HDPE anti-bird netting with a 25mm mesh size, made from 1.5mm diameter

HDPE threads, weighing 100gm/sqm, in a milky white color or colour specified by EIC. The netting should be

Rupees Five Hundred

supplied in panels of [as per specified size] and fixed using SS hooks at 1-foot spacing. The contractor shall be

86 5644.00 smt 581.76 EightyOne Paise SeventySix

responsible for providing all necessary scaffolding, labor, and materials, including the hooks. The rate shall include

all necessary material, tools takels, labour at any height at any floor of building. The defect liability period shall be

one year from the date of installation ."

Qty. may be Total

No. ITEM DESCRIPTION Unit

more or less. In Figure In Words Estimated Amount

Providing and fixing M.S. grill of required pattern top wooden frames of windows etc. with M.S.. flats with MS Round

Rupees One Hundred Five

87 27586.00 & Square Bar at required spacing and frame alround square or round headed bolts and nuts or by screws.including KG 105.18

Paise Eighteen Only

applying a priming coat of red lead paint and two coats of oil painting etc complete (A)Plain grill

Providing and laying Ceramic glazed / Matt Finish/Satin Finish of the size 300 mm x 600 mm x 8 mm or approved Rupees One Thousand Four

88 18950.00 size in skirting, risers of steps and dedo with construction adhesive in required propotion as per manufacturs Sqm 1477.25 Hundred SeventySeven Paise

specification. TwentyFive Only

Providing and laying 19mm x 65mm round ,'D' edge and polished granite pencil patti on top, with cement paste and

Rupees Three Hundred

89 1187.00 including backing coat in C.M. 1:4. All joints filled with colour / epoxy grout and wiped to give sharp joints with flush Rmt 365.62

SixtyFive Paise SixtyTwo Only

pointing and washed clean with acid etc.

Providing and laying necssary size Full body vitrified floor tiles skirting having 3 to 5 mm groove (thickness to be

specified by the architect /E.I.) with water absorption less than 0.08% and conforming to IS : 15622, of approved

make, in all colours and shades, laid on plaster surface with 10 mm thick cement slurry including grouting the Rupees One Thousand Six

joints with all joints filled with epoxy grout.Rate includes of all materials, tool, tackle, machinery, labor & floor Hundred Sixteen Only

protection system to protected floor by either floor protection sheet or Plaster of Paris work until hand over of

building, all lead & lift & as per directed by EIC.

Providing and laying 800 mm X 800 mm size (32"x32") Full body vitrified floor tiles having 3 to 5 mm groove

(thickness to be specified by the architect /E.I.) with water absorption less than 0.08% and conforming to IS :

15622, of approved make, in all colours and shades, laid on upto 20 to 25 mm thick cement mortar 1:4 (1 cement : Rupees One Thousand Five

4 coarse sand), including grouting the joints with all joints filled with epoxy grout.Rate includes of all materials, Hundred Fifteen Only

tool, tackle, machinery, labor & floor protection system to protected floor by either floor protection sheet or Plaster

of Paris work until hand over of building, all lead & lift & as per directed by EIC.

Providing & laying average 50mm-65mm thick wired finish screed of cement concrete 1:2:4 ( 1 cement : 2 coarse

sand : 4 graded stone agreegate 20 mm nominal size ) as base material for any type of flooring works in Rupees Four Thousand Four

92 940.00 building,general development area works etc. laid to achieve proper slope or 0-0 levelled surface and curing cum 4417.52 Hundred Seventeen Paise

complete excluding cost of formwork at any type of surface ,all floors ,all levels, all heights as per drawing & FiftyTwo Only

directed by EIC/Architect.

Providing and fixing Sandwitch type Granite platform including supplying and fixing granite stone 18 mm thick

mirror polished 1st quality Granite stones in top and side posiition and vertical strip at front over 25 mm thick Rupees Four Thousand Six

93 1185.00 polished kotah stone platform fixing in top and sides and itermediates supports fixing with cement mortar and Sqm 4609.64 Hundred Nine Paise SixtyFour

adhesivee and finishing including cutting for fixing of sink any size (as directed by engineer incharge) at required Only

position etc complete.

Providing and laying Granite slab (16 to 18 mm thick) one side polished flooring over 20 mm (average) base of

Rupees Two Thousand Nine

cement mortar 1:6 (1cement : 6 coarse sand) or L.M 1:1.5 laid and jointed with grey cement slurry including rubbing

94 6304.00 Sqm 2944.15 Hundred FourtyFour Paise

and polishing complete as per drawing & directed by EIC/Architect. including making edge moulding & making

groove any nos. as per pattern of Architectural Drawing etc. complete.

Qty. may be Total

No. ITEM DESCRIPTION Unit

more or less. In Figure In Words Estimated Amount

Providing and laying Granite slab (16 to 18 mm thick) one side Acid Wash finish flooring over 20 mm (average) base

of cement mortar 1:6 (1cement : 6 coarse sand) or L.M 1:1.5 laid and jointed with grey cement slurry including Rupees Three Thousand

rubbing and polishing complete as per drawing & directed by EIC/Architect. including making edge moulding & ThirtyOne Paise One Only

making grooves (any nos.) as per pattern of Architectural Drawing etc. complete as required

Providing and laying 16 to 18mm thick granite of specified size colour, shade and of approved make, in skirting,

risers of steps, dado, cladding , sill and jambs of door, window & ventilation frame with mini. two coat of Rupees Three Thousand Two

96 5310.00 construction chemical and as per manufacture specification incl. rubbing and polishing, making edge moulding, Sqm 3203.72 Hundred Three Paise

making grooves (any nos.)rounding edge and All joints filled with coloured cement putty as per architect detail and SeventyTwo Only

wiped to give sharp joints with flush pointing and washed clean with acid as direction by E.I.C.

Providing and laying average 25 mm thick mirror polished kotah stone of approved quality, selected and sorted for

uniform colour in floor, otta, platform, etc. of required sizes upto 600 x 600 mm ( No Variation) Factory Cut - Box Rupees One Thousand Three

97 4651.00 Pack as per design in normal pattern (straight or staggered joint with square shaped stone) and residue as per Sqm 1395.82 Hundred NinetyFive Paise

drawing including 1:6 (1 cement : 6 sand) cement mortar bedding of average 20 mm thickness jointed with grey EightyTwo Only

cement and colour pigment in proportion to match the shade of kota stone.

Providing and laying polished kota stone slab 25 mm thick in skirting, risers of steps, dedo and pllars laid on 10 mm Rupees One Thousand One

98 93.00 thick cement mortar 1:3 (1 cement : 3 coarse sand) and jointed with gray cement slurry including rubbing & Sqm 1149.52 Hundred FourtyNine Paise

polishing etc. complete. FiftyTwo Only

Providing and laying machine cut free edges machine double polished Kota stone for shelves in cupboard and walls Rupees One Thousand

99 4032.00 in single piece (Maximum 1.50 mt.) 25 mm including cutting grooves in walls and fixing the stone with neat cement Sqm 1041.31 FourtyOne Paise ThirtyOne

slurry in true line and level as directed etc. complete. for Shelves Only

Providing & laying rough chiseled dressed Kota stone flooring over 20 mm.(average) thick base of cement mortar Rupees Five Hundred

100 12.00 1:5(1 cement : 5 coarse sand) or L.M. 1:1.5 including pointing with cement mortar 1:2 (1 cement:2 stone dust) etc. Sqm 563.21 SixtyThree Paise TwentyOne

complete. [A] 25 mm. thick. Only

Providing and laying machine cut free edges polished Kota stone Strips for RAMP in pieces (Maximum 0.1 mt. Rupees One Thousand Six

101 106.00 Width of stone & 20-25 mm thick ) laying on Ramp including fixing the stone with neat cement slurry in true line and Sqm 1632.16 Hundred ThirtyTwo Paise

level as directed etc. complete. For Ramp Sixteen Only

Qty. may be Total

No. ITEM DESCRIPTION Unit

more or less. In Figure In Words Estimated Amount

Providing, Supplying and laying high-density impact-resistant rubber gym flooring of approved make and color,

made from recycled rubber granules and EPDM layer (if applicable), having anti-skid, anti-bacterial, and shock-

absorbing properties. The flooring shall be in the form of interlocking tiles / rolls of size 500 mm x 500 mm or

mm x 1000 mm (as directed by EIC), with minimum thickness of 10 mm (or as directed), suitable for weight

resistance up to 130 kg and moderate gym activity including treadmills, free weights, and bodyweight training. Rupees Three Thousand Eight

102 77.00 The material shall have a minimum density of 950 kg/m³, tensile strength ≥1.0 MPa, elongation ≥150%, and Shore A Sqm 3805.07 Hundred Five Paise Seven

hardness of 60–70. It shall be laid over a level subfloor using appropriate adhesive recommended by the Only

manufacturer (or dry laid for interlocking type), and joints shall be tight and flush without gaps. The finished surface

shall be uniform, smooth, free from wrinkles or lifting edges, and resistant to water and sweat. Rate includes all

materials, labour, surface preparation, adhesive , cleaning, and tools & tackles required to complete the work as

per specifications and instructions of Engineer-in-Charge.

Providing and fixing Exterior grade paver tile pavement in approved colour and pattern as per architectural drawing.

The tiles to be laid using 20 to 25mm thick CM 1:3. The bedding plaster may vary in thickness as per site condition.

The paver tiles to be pasted on the bedding plaster using grey cement. The tiles to be pasted leaving grooves of 4 to Rupees Eight Hundred

103 1743.00 5mm in between each successive tiles or/and gap may be provided in between the paver tiles to have gross joints / Sqm 851.22 FiftyOne Paise TwentyTwo

pebble stone as per architectural scheme. No extra will be paid for leaving the joints. The joints to be pointed using Only

ready-made polymer joint sealer . The type of pointing shall be ruled and sunk. The rate to include cost of all labour

and material, cleaning, curing, etc., complete all as directed by Engineer-in-Charge.

Tank Waterproofing

All surfaces shall be free from oil, grease, friable matter, and general curing compounds. Concrete surfaces shall

be cleaned using high pressure water jetting, grinding or other methods approved by the Engineer/ as

recommended by manufacturer,

Any visible cracks, honeycombs need to be treated with E polymer modified Repair mortar (using Planicrete SBR

with Cement:Sand -1:3 or Mapegrout T60) from MAPEI Range.

Supplying and installing positive side waterproofing treatment for “Below Raft Slab’’ by using a pre – applied,

flexible 1.2mm thick fully bonded self adhering, sanded HDPE sheet membrane Mapeproof ALS AP. The fully Rupees Nine Hundred

bonded HDPE sheet membrane shall consist of a thick white HDPE film, a highly aggressive pressure sensitive Eighteen Paise Nine Only

adhesive and weather resisting coating which bonds integrally to poured concrete of base slab. An intimate bond is

formed to the poured in-situ structural concrete by means of a pressure sensitive adhesive preventing lateral water

and moisture migration between the membrane and structure. The HDPE Sheets are overlapped to a min. of 75mm

using double side adhesive tape Mapeproof ALS D10 AP along breadth and inbuilt adhesive strip along the length of

the membrane. The fully bonded HDPE Sheet waterproofing membrane shall have the properties such as Resist

hydrostatic pressure of upto 70m head of water, Puncture resistance of ≥1100 N (as per ASTM E154), Elongation of

≥700%; Tensile strength of ≥21 N/mm²; peel adhesion to concrete ≥ 1100 N/m.

Qty. may be Total

No. ITEM DESCRIPTION Unit

more or less. In Figure In Words Estimated Amount

Providing and laying integral cement based water proofing treatment including preparation of surface as required

for treatment of roofs, balconies, terraces etc consisting of following operations:

(a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound

conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto

mm height including cleaning the surface before treatment.

(b) Laying brick bats with mortar using broken bricks/brick bats/concrete flooring 1:2:4 (1-cement : 2-coarse sand :

4-graded stone aggregate 20mm nominal size) 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement :

coarse sand) admixed with water proofing c.ompound conforming to IS : 2645 and approved by Engineer-in-charge

Rupees One Thousand Ten

105 3907.00 over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand) admixed with water proofing Sqm 1010.00

compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the

adjoining walls upto 300 mm height including rounding of junctions of walls and slabs.

(c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed

with water proofing compound conforming to IS : 2645 and approved by Engineer-incharge.

(d) Laying broken China Mosaic Flooring for Terrace using 12mm to 20mm broken pieces of glazed tiles to be laid

over cement mortar 1:3 to plain or slope and to be tempered to bring mortar crème out upto surface using white

cement including rounding off junctions and extending them up to 15cm. along the wall, clearing with water and

Providing cement vata (10 cm x 10 cm size) quarter round in cement mortar 1:1 including neat cement finishing, Rupees TwentyFour Paise

watering etc. complete.For all floor TwentyEight Only

Rupees FourtyTwo Paise

107 2371.00 Providing throating or plaster drip and moulding to R.C.C. Chhajja. Rmt. 42.70

Providing plinth protection to building including excavation in oridnary soil and laying cement concrete (0.10 mt

thk)1 : 5: 10 using Stone aggregates of 20 mm nominal size in foundation Layer and above on brick masonry 1:6 and

Rupees One Thousand Three

above on PCC providing Cement Cocrete 1:2:4 (0.10 mt thk)(1 Cement : 2 Coarse Sand : 4 Stone Aggregrate 20 mm

108 311.00 Sqm 1378.65 Hundred SeventyEight Paise

nominal size) coping on top including Broom finishing (plaster 10 mm )wiht Square line(0.20 X 0.20) marking on Top

and Side )and curing etc complete only top area should be measured.etc., complete all as directed by Engineer-in-

Supplying and fixing Stainless steel hand Railing of Grade 304 (14 gauge thick sections) with glossy finish consisting

of 38 NB or nearest size vertical posts 1200 Heigh at maximum spacing @ 500 mm c/c with suitable cups at bottom

Rupees Two Thousand Nine

and top rail of 50 NB or nearest size & intermediate rails 4 nos of 25 NB or nearest size etc complete at all levels

109 888.00 Rmt 2994.65 Hundred NinetyFour Paise

including bending to required profile. Tungsten insert gas welding & all required accessories,grinding & labour etc

complete as per design fixing with base slab/concrete or side wall/RCC by suitable fastenre and plates as per

Drawing and instruction of Engineer-in-Charge. .(work for all floors)

Qty. may be Total

No. ITEM DESCRIPTION Unit

more or less. In Figure In Words Estimated Amount

Fabricating, supplying and fixing in position S S daso wall mounted railing for Ramp, staircase and balcony with

brush finish and 304 grade as per indian standard and detailed drawing including grinding, cleaning and welded

spots with S S finish. (Only length will be paid for payment) 50 mm NB 14 gaugehandrail mounted on wall top rail Rupees One Thousand Six

and 38 mm NB 14 gauge wall brackets support on wall @ 1M C/C, 50mm dia x 6mm thk plate, anchor fastner, Hundred Sixteen Only

machine srew, errecting and positiongrouting to be fixed / installed etc complete as per detailed drawing etc comp.

(work for all floors)

Providing & fixing of roof with multilayer (minimum 6 layer) polycarbonate panel system of 16 mm thickness

(minimum) including all standard fixing accessories on top of the supporting structure (Paid extra in another item)

complete & as per the direction of the engineer in charge. The panels should work on angular daylighting concept

with translucent and opaque combination of louvers inside, for better thermal insulations and diffusion of light

especially with white and clear combination designed for tropical regions & shading throughout the day for better

ambient temperature below the roof. Panels shall have a minimum seven layers with all fixing accessories to

ensure best performance for wind uplift, vibration, oil canning and visual appearance. The entire panel system

shall be with a width from min. 1200 mm. Bigger width and minimal junctions should be preferred for better

performance. Panels shall be manufactured with vertical offset standing seam at both sides of the panel. Panels

Rupees One Thousand Six

have to be fixed on Purlin with snap on connectors with grip lock double tooth locking mechanism and will be

111 475.00 Smt 1674.58 Hundred SeventyFour Paise

secured on MS structure / purlins (will be paid Separately) with HDSS Fastener and double tooth polycarbonate

FiftyEight Only

connector for best stability and having a pull-out load of min. 7000N (7KN) tested as per ISO 6892:1998 and IS

1608: 2005. Panels cell structure be in truss bridge design or commonly called X structure for better strength and

stability.Panels must satisfy Dart drop impact test as per IS 14443-97 shall show no sign of breakage on

Polycarbonate Panel which have been exposed to UV for a min. of 500 Hours as per ASTM G 155. Panels shall not

have Yellowness Index as per ASTM D 1925 of 15 units when tested on a sample exposed to UV for 500 Hours as per

ASTM G 155. U value shall not be more than 2.0 W/m2K as per EN ISO 10077-2:2018. Panel shall be with additional

End cap/Aluminium U/F profile/ Glazing Bar (all mill finish) for ends as required. Trained and factory authorized

labour with supervision to complete the entire panel installation as per drawing & direction of the engineering in

Qty. may be Total

No. ITEM DESCRIPTION Unit

more or less. In Figure In Words Estimated Amount

Providing, fabricating, assembling, hoisting/ erecting and fixing in position at any heights/ any levels/ all floors/ all shapes &

sizes with all leads & lifts using MS Rolled Steel Sections, Hollow sections, Tubular Sections, MS Plates, Chequered Plates, MS

Pipes, Perforated Sheet, Flats, Bright Bars, Angles, MS Sheet, Girder, Beam. threaded J bolts, insert plate, support plate etc.

(manufactured from original iron ore by primary producers) as per drawing. all confirming to latest relevant IS codes for the

work of steel structures like staircases, railings, handrail, jali, gates, Ornamental grills, bracings, platforms, brackets, monkey

ladder, cattle trap, grill door, pipe rack, rungs, false ceiling frame work, framing for facade, Roof canopy, fencing posts, M.S.

Screen & fencing jali frame work etc. including straightening, cutting, bending, bolting and welding the members all as per

structural drawings and as per detailed specifications (for materials & workmanship) including necessary scaffolding/ staging

etc. complete in the situations described hereinafter and comprising of : i) Profile Cutting of components to required length/

width and shape/profile; ii) Smooth grinding/ machining of edges/ faces/ all welding joints; iii) Necessary welding (electric arc

Rupees One Hundred

112 128800.00 welding) for required weld lengths and sizes. Fabrication shall be in a perfect architectural workmanship manner and as Kg. 131.15

ThirtyOne Paise Fifteen Only

provided in section V & VI of IS 800 & IS 7215. Welding shall be carried out by qualified welders/ fabricators. The procedure,

selection, test and inspection shall confirm to provisions in IS 816, IS 818, IS 822, & IS 823. Erection/ hoisting shall commence

only after passing of fabricated parts by Architect/ Engineer. Rate shall be inclusive of cutting, wastage, welding, bending (shop

at site), bolting wherever necessary, grinding, finishing edges, filling & finishing the welded spots & gaps with "Bombay Masala"

& "Steel Putty" etc. complete. It should also include the cost of necessary scaffolding/ staging, zinc coated nut-bolt as

required for safety, anchore fastner of approved make ( Hilti Fisher or equivalent) structural stability of all works at site and for

fixing with RCC element. Including, Providing and applying minimum two coats of enamel paint (2 coats of zinc chromate

yellow primer and 2 coats of enamel paint) of approved make on all type of MS sections, new steel and other metal surfaces &

including preparing the surface to give an even shade & finish at any heights, any levels etc. complete as per satisfaction of

engineer-in-charge. (Only standard measurements will be paid for as actual cut length used at site) Ornamental Grill as per E.I.

Qty. may be Total

No. ITEM DESCRIPTION Unit

more or less. In Figure In Words Estimated Amount

Providing and fixing eco-friendly light weight calcium silicate false ceiling tiles having Tegular edge & 15 mm Thick Densified

edges on the Tile Periphery for Extra Strength The Light weight calcium silicate ceiling tiles shall have , light reflection 85% non-

combustible as per B.S. 476 part IV, 100% humidity resistance and also having thermal conductivity0.043° w/m KC.for the best

thermal Insulation . The Light weight calcium Silicate tile shall be of approved texture Fine fissured/ Spintone/Cosmos / Plain

with water based paint Globe having NRC value of 0.75 NRC or equivalent of size 595 X 595 mm to be laid on true horizontal

level suspended inter locking metal grid of hot dipped galvanized steel sections (galvanizing @120 grams per sqm including

both side) consisting of main ‘T’ runner suitably spaced at joints to get required length and size of 24X38mm made from

mm thick (minimum) sheet, 1200mm centre to centre, and cross ‘T’ of size 24X28mm made out of 0.33mm (Minimum) sheet

spaced 1200mm along spaced between main ‘T’ at 600mm centre to centre to form agrid of 1200X600mm and secondary

cross ’T’ of length 600mm and size 24x28mm made of 0.30 mm thick (Minimum) sheet to be interlocked at middle of the

1200X600mm panel to form grid of size 600X600mm resting on periphery walls/partitions on a perimeter wall angle pre-coated Rupees One Thousand Two

113 936.00 steel of size (24X24X3000mm made of 0.40mm thick (minimum) sheet with the help of rawl plugs at 450mm centre to centre Sqmt. 1262.50 Hundred SixtyTwo Paise Fifty

with 25mm long dry wall screws @ 230mm interval and laying 15mm thick Densified edges light weight calcium silicate ceiling Only

tiles of approved texture (Fine Fissured/Cosmos/Spintone / Plain) in the grid including, cutting /making opening for services

like diffusers, grills, light fittings, fixtures, smoke detectors etc., wherever required, Main ‘T’ runners to be suspended from

ceiling using G.I. slotted cleats of size 25X35X1.6mm fixed to ceiling with 12.5mm dia and 50mm long dash fasteners, 4mm

G.I. adjustable rods with galvanized steel level clips of size 85X30X0.8mm, spaced at 1200mm centre to centre long main ‘T’

bottom exposed with 24mm of all T-sections shall be pre-painted with polyester baked paint, for all heights, as per

specifications, drawings and as directed by engineer-in-charge.Note:- Only calcium silicate false ceiling area will be measured

from wall to wall. No deduction shall be made for exposed frames/opening (cut outs) having area less than 0.30 sqm. The

calcium silicate ceiling tiles shall have NRC. Value of 0.50 (Minimum) for Fine fissured/Spintone/Cosmos and 0.75 NRC for

Globe, light reflection 85% non-combustible as per B.S. 476 part IV, 100% humidity resistance and also having thermal

conductivity. 0.043° w/m KC.for the best thermal Insulation. (work for all floors)

Providing and fixing tiled False Ceiling of 4 mm Everest or equivalent decorative Cement board's approved make &

materials of size 595x595 mm in true horizontal level suspended on center black expose grid ceiling system inter

locking metal grid of hot dipped galvanised steel sections ( galvanized @ 170 gsm/sqm.) consisting of main "T"

runner with suitably spaced joints to get required length and of size 24x38mm made from 0.30mm thick (minimum)

sheet spaced at 1200mm center to center and cross "T" of size 24x25mm made of 0.30mm thick (minimum) sheet,

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

Rupees One Thousand One

cross "T" of length 600mm and size 24x25mm made of 0.30 mm thick (minimum) sheet to be interlocked at middle

114 3915.00 Sqmt. 1161.50 Hundred SixtyOne Paise Fifty

of the 1200x600mm panel to form grids of 600x600mm and wall angle of size 21x21x0.3mm and laying false ceiling

tiles of approved texture in the grid including, wherever, required, cutting/making, opening for services like

diffusers, grills, light fittings, fixtures, smoke detectors etc. Main "T" runners to be suspended from ceiling using GI

slotted cleats fixed to ceiling with 6 mm dia and 50mm long dash fasteners, 4mm GI adjustable rods with

galvanised level clips spaced at 1200mm center to center along main T, bottom exposed width of 24mm of all T-

sections shall be pre-painted with polyester paint, all complete at all heights as per specifications drawings and as

directed by Engineer-in-Charge

Qty. may be Total

No. ITEM DESCRIPTION Unit

more or less. In Figure In Words Estimated Amount

Providing and fixing of (1.20 m Height) 76mm leg corner guards with impact resistant Acrovyn or equivalent cover in

40 colours available with Aluminium retainer. Cover should comply with the below testing;

1. The National Testing Laboratory ESA certified CS Acrovyn®or equivalent with a fire rating class M1 for its low

flammability and self-extinguishing properties.

2. In compliance with the European Standard NF 13501-1 and also been rated B-s2, d0.

3.The higher heating value (HHV) is the amount of heat released by the combustion per unit of mass of a substance.

Following the European Standard EN ISO 1716, CSTB determined in their test report the mean Higher Heating Value

of CS Acrovyn®: mean HHV = 17,828 MJ/k

4.CS Acrovyn® possesses excellent scratch resistance and outstanding shock absorbency properties. Tests carried

out in standard conditions of use showed that our tested products had suffered no damage after they were hit by a Rupees Seven Hundred

load of 250 kg impacting at 5 km/h. Twelve Paise SixtyFive Only

5.Nosoco.Tech, Lyon tested our material according to the European ISO norm 22196 and concluded that our

Acrovyn®Bactericide wall protection sheets .

6.National Laboratory of Metrology and Testing (LNE) to study CS Acrovyn® for VOC emissions and LNE classified in

their test report from April 19, 2011 our product with: A +

7.DISINFECTION AND CLEANING TEST CARRIED OUT BY THE LOUIS PASTEUR INSTITUTE IN STRASBOURG

i)SANIVAP certifies that CS Acrovyn® products are fully compatible

with hot steam cleaning and disinfection procedures.

ii)Laboratories ANIOS certify that their cleaning and disinfection

products are perfectly suitable for use on CS Acrovyn® products.

Providing and Fixing ABS Plastic SPEED BUMP of Size :- 750 MM x 250MM x75 MM, Per Mtr # 4 Nos (2 black, 2 Rupees Three Thousand Five

116 150.00 yellow),TOP DESIGN – LINE DESIGN ANTI SKID PATTERN FOR GRIP fililing CEMENT INSIDE etc. complete as Rmt 3544.09 Hundred FourtyFour Paise

directed by Engineer-in-charge. Nine Only

SIGNAGES HANGING FROM CEILING- Providing, Fabricating & Fixing signage's using 304 grade Stainless steel

1.5 mm thick brushed steel finish plate (2 nos) with 8mm thk. Acrylic sheet covered with vinyl of approved colour,

sandwiched between two S.S plate and fixed with s.s struds . Sandwiched plates should be fixed in 12mm X 12mm Rupees SeventyFive Paise

S.S 1.5mm thk.304 grade frame and punched (laser cut) lettering carried out on both the s.s plates of required size SeventyFive Only

and text as directed by Engineer and hanged to ceiling with the help of S.S 8mm thick chain at both ends with

making all the fixing arrangement to the ceiling and to the plate etc. complete as directed by Engineer-in-charge.

Providing and fixing 3 mm thick PVC sheets as Signage and Display of health signs/information of required size

having retro reflective letters/design as per requirement, fixing the same through approved adhesive etc. complete Rupees Twenty Paise Twenty

work shall e carried out as per instruction of Engineer-in-charge (Approved make PVC foamed sheet only) (work for Only

all the floors)

Qty. may be Total

No. ITEM DESCRIPTION Unit

more or less. In Figure In Words Estimated Amount

Supplying and Installing of Metalium SL-4 type 84R Aluminium 0.65mm TCT Plain Exterior Grade Powder Coating of

Rupees Two Thousand Three

Panels and Back side Framming G.S. Black Exterior Louvre System. Including louvre Door etc. All ISI marked

119 1013.00 Smt 2340.17 Hundred Fourty Paise

Stainless Steel coted butt hinges with necessary screws, Handle, Lock , Door Stopper. complete as directed by

Engineer-in-charge.

Providing and laying tactile tile (for vision impaired persons as per standards) of size 300x300x9.8 mm having with

water absorption less than 0.5% and conforming to IS:15622 of approved make in all colours and shades in for Rupees One Thousand Seven

120 105.00 outdoor floors such as footpath, court yard, multi modals location etc., laid on 20 mm thick base of cement mortar Smt 1726.93 Hundred TwentySix Paise

1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with NinetyThree Only

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

Providing and fixing stainless steel tactile indicators (studs/tiles) for visually impaired persons, made of Grade

304/316 stainless steel, with anti-slip surface finish, 4 nos parallel strips of size approx. 280 mm long 35 mm wide

and 4.5 mm height (for studs) on 300mm x 300 mm size area with directional or warning pattern. The tactile shall be set of four Rupees One Thousand Four

fixed on floor using approved adhesive or mechanical fasteners as per site conditions. The layout shall be done as strip Hundred Fourteen Only

per Harmonised Guidelines for Universal Accessibility (MoHUA/CPWD), and as directed by Engineer-in-charge.

Suitable for use in both indoor and outdoor areas.

Providing and applying Bonding agent of bind old and new concrete after removing the cover of the old

concrete and cleaning the surface thoroughly. Application of the bonding agent shall be done as per Rupees One Hundred Twenty

manufacturer's specification and instructions and as directed. Rates to be inclusive of scaffolding, staging etc. Paise EightySix Only

Providing & fixing of reinforcement bars ( reiforcement bars shall be paid extra under relevant item of work ) after

drilling the hole of required diameter & depth ,cleanning of the same ,providing /filling the hole with Injection Mortar

Rupees One Hundred

inserting reinforcement bar etc. complete as per Manufacturers & architects instruction.The work shall be carried

123 100.00 Each 122.21 TwentyTwo Paise TwentyOne

out by the technical workmens/agency approved by the manufacturer and under technical supervision of

Manufacturer of Injection grout including all materials,tool tackles ,labour etc.complete.

(a) 8 mm. dia.bar -Holes 12mm dia Depth 100mm

Providing & fixing of reinforcement bars ( reiforcement bars shall be paid extra under relevant item of work ) after

drilling the hole of required diameter & depth ,cleanning of the same ,providing /filling the hole with Injection Mortar

(HY 150 or approved equivalant),inserting reinforcement bar etc. complete as per Manufacturers & architects

Rupees One Hundred

124 150.00 instruction.The work shall be carried out by the technical workmens/agency approved by the manufacturer and Each 159.58

FiftyNine Paise FiftyEight Only

under technical supervision of Manufacturer of Injection grout including all materials,tool tackles, labour

(B) 10 mm. dia.bar -Holes 14mm dia Depth 100mm

Qty. may be Total

No. ITEM DESCRIPTION Unit

more or less. In Figure In Words Estimated Amount

Providing & fixing of reinforcement bars ( reiforcement bars shall be paid extra under relevant item of work ) after

drilling the hole of required diameter & depth ,cleanning of the same ,providing /filling the hole with Injection Mortar

(HY 150 or approved equivalant),inserting reinforcement bar etc. complete as per Manufacturers & architects Rupees One Hundred

125 300.00 instruction.The work shall be carried out by the technical workmens/agency approved by the manufacturer and Each 197.96 NinetySeven Paise NinetySix

under technical supervision of Manufacturer of Injection grout including all materials,tool tackles, labour Only

(C) 12 mm. dia.bar -Holes 16mm dia Depth 120mm

Providing & fixing of reinforcement bars ( reiforcement bars shall be paid extra under relevant item of work ) after

drilling the hole of required diameter & depth ,cleanning of the same ,providing /filling the hole with Injection Mortar

(HY 150 or approved equivalant),inserting reinforcement bar etc. complete as per Manufacturers & architects

Rupees Two Hundred

126 100.00 instruction.The work shall be carried out by the technical workmens/agency approved by the manufacturer and Each 253.51

FiftyThree Paise FiftyOne Only

under technical supervision of Manufacturer of Injection grout including all materials,tool tackles, labour

(D) 16 mm. dia.bar -Holes 20mm dia Depth 160mm

Providing & fixing of reinforcement bars ( reiforcement bars shall be paid extra under relevant item of work ) after

drilling the hole of required diameter & depth ,cleanning of the same ,providing /filling the hole with Injection Mortar

(HY 150 or approved equivalant),inserting reinforcement bar etc. complete as per Manufacturers & architects

Rupees Four Hundred

127 100.00 instruction.The work shall be carried out by the technical workmens/agency approved by the manufacturer and Each 459.55

FiftyNine Paise FiftyFive Only

under technical supervision of Manufacturer of Injection grout including all materials,tool tackles, labour

(E) 20 mm. dia.bar -Holes 24mm dia Depth 200mm

Rupees One Hundred

128 100.00 Making holes upto 16mm dia. in masonry by hammer drilling machine including disposing the debries. No. 118.17 Eighteen Paise Seventeen

Rupees One Hundred

129 100.00 Making holes upto 22mm dia. in masonry by hammer drilling machine including disposing the debries. No. 119.18

Nineteen Paise Eighteen Only

Rupees One Hundred

130 100.00 Making holes upto 28mm dia. in masonry by hammer drilling machine including disposing the debries. No. 134.33 ThirtyFour Paise ThirtyThree

Rupees One Hundred

131 100.00 Making holes upto 40mm dia. in masonry by hammer drilling machine including disposing the debries. No. 183.82 EightyThree Paise EightyTwo

Making holes upto 52mm dia. in any RCC members by diamond Core Cutting machine including disposing the Rupees Three Hundred

132 250.00 debries. and Including EPOXY based water proofing compound for sealing the joints around the pipes, nominal No. 377.74 SeventySeven Paise

reinforcement wherever required,scaffolding and labour charges for working at all levels ,leads and heights SeventyFour Only

Qty. may be Total

No. ITEM DESCRIPTION Unit

more or less. In Figure In Words Estimated Amount

Making holes upto 75mm dia. in any RCC members by diamond Core Cutting machine including disposing the

debries. Upto 750. Depth and Including EPOXY based water proofing compound for sealing the joints around the Rupees Four Hundred Twenty

pipes, nominal reinforcement wherever required,scaffolding and labour charges for working at all levels ,leads and Paise Sixteen Only

Making holes upto 102mm dia. in any RCC members by diamond Core Cutting machine including disposing the

debries. Upto 750. Depth and Including EPOXY based water proofing compound for sealing the joints around the Rupees Five Hundred Three

pipes, nominal reinforcement wherever required,scaffolding and labour charges for working at all levels ,leads and Paise NinetyNine Only

Making holes upto 125mm dia. in any RCC members by diamond Core Cutting machine including disposing the

Rupees Five Hundred

debries. Upto 750. Depth and Including EPOXY based water proofing compound for sealing the joints around the

135 50.00 No. 587.82 EightySeven Paise EightyTwo

pipes, nominal reinforcement wherever required,scaffolding and labour charges for working at all levels ,leads and

Making holes upto 152mm dia. in any RCC members by diamond Core Cutting machine including disposing the

Rupees Six Hundred

debries. Upto 750. Depth and Including EPOXY based water proofing compound for sealing the joints around the

136 50.00 No. 671.65 SeventyOne Paise SixtyFive

pipes, nominal reinforcement wherever required,scaffolding and labour charges for working at all levels ,leads and

Making holes upto 200mm dia. in any RCC members by diamond Core Cutting machine including disposing the

debries. Upto 750. Depthand Including EPOXY based water proofing compound for sealing the joints around the Rupees One Thousand Six

pipes, nominal reinforcement wherever required,scaffolding and labour charges for working at all levels ,leads and Paise NinetySeven Only

Making holes upto 250mm dia. in any RCC members by diamond Core Cutting machine including disposing the

Rupees One Thousand One

debries. Upto 750. Depth and Including EPOXY based water proofing compound for sealing the joints around the

138 50.00 No. 1174.63 Hundred SeventyFour Paise

pipes, nominal reinforcement wherever required,scaffolding and labour charges for working at all levels ,leads and

SixtyThree Only

Making holes upto 300mm dia. in any RCC members by diamond Core Cutting machine including disposing the

Rupees One Thousand Seven

debries. Upto 750. Depth and Including EPOXY based water proofing compound for sealing the joints around the

139 25.00 No. 1762.45 Hundred SixtyTwo Paise

pipes, nominal reinforcement wherever required,scaffolding and labour charges for working at all levels ,leads and

FourtyFive Only

Providing & laying avg 100 mm thick cement concrete flooring with concrete with hardener on top, under layer of

cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) and top layer

Rupees Nine Hundred Three

140 3208.00 12mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate, 6mm Smt 903.99

Paise NinetyNine Only

nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacture’s

specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete.

Providing & fixing rolling shutters of approved make made of 80 mm. Wide M.S. laths inter locked together theit

Rupees Three Thousand Five

entire length and jointed together at the end locks mounted on specially designed pipe shaft with bracket plates,

141 12.00 Smt 3554.40 Hundred FiftyFour Paise

guide channels and out side locking with mechanical gear operated device including the cost of Hood cover and

spring including priming coat of red lead paint two coat of Oil paint .etc complete.

Qty. may be Total

No. ITEM DESCRIPTION Unit

more or less. In Figure In Words Estimated Amount

Constructing RCC Under Ground water tank with Providing and laying controlled cement concrete M250 mix for

R.C.C. work including reinforcement, boxing, centering, vibrating, , PVC water stopper, PVC Steps, curing and

mixed with approved water proofing cement compound or "CEMWET" or "PIDICRETE LW" integral water proofing

admixture as water proofing agent to be mixed with 50 kgs. bags shall be as recommended by the manufacture of

the water proofing material, concrete work for top, bottom slab & side pardi for underground water tank item incl.

Rupees Twelve Paise

142 495000.00 Necessary excavation & refilling the available earth, 15 cm thk 1:2:4 for bedding of concrete, 20 mm thk. water Liter 12.32

proofing cement plaster in C.M. 1:3 with smooth finishing & Glazes tile Dedo, vata, watering etc. Comp. to all face

of tank . including locking arrangement outlet, inlet, overflow and washout outlet pipe arrangement as necessary &

C.I. Cover 0.60 x 0.45 weight not less then 35 kg with locking arrangement. etc. comp as per structural drawing

Including Reinforcement TMT-FE500/500D As per drawings and design supplied by architect and instruction given

by authority and E.I.C.

Constructing RCC Overhead water tank with Providing and laying controlled cement concrete M250 mix for R.C.C.

work including reinforcement, boxing, centering, vibrating, , PVC water stopper, PVC Steps, curing and mixed with

approved water proofing cement compound or "CEMWET" or "PIDICRETE LW" integral water proofing admixture as

water proofing agent to be mixed with 50 kgs. bags shall be as recommended by the manufacture of the water

proofing material, concrete work for top, bottom slab & side pardi for Overhead water tank item incl. 20 mm thk.

Rupees Fourteen Paise

143 259200.00 water proofing cement plaster in C.M. 1:3 with smooth finishing & Glazes tile Dedo, vata, watering etc. Comp. to all Liter 14.67

SixtySeven Only

face of tank . including locking arrangement outlet, inlet, overflow and washout outlet pipe arrangement as

necessary & C.I. Cover 0.60 x 0.45 weight not less then 35 kg with locking arrangement. etc. comp as per structural

drawing Including Reinforcement TMT-FE500/500D As per drawings and design supplied by architect (In This

Overhead tank area constructed above 1.0 mt from finish floor level, column for only height purpose are paid

saperately) and instruction given by authority and E.I.C.

Providing and fixing pre-cast Rubber Dye / steel Dyeinter locking concrete block 60mm thick with grade of concrete

M300 pnumatic compressed / vibrated mechanically and as per approved design Confirming to IS 15658 : 2006 Rupees Seven Hundred Four

including 35 mm Sand layer for levelling and filling the joint with sand inproper line and level as per guidlines of IRC : Paise Seven Only

SP 63-2018 etc. Complete.

Providing and fixing pre-cast concrete kerb stone of gray cement based concrete block 35cm length,30cm height

Rupees Three Hundred

145 1520.00 and 15cm thick of M250 grade concret as per approved design and including excavation for fixing in proper line and Rmt 370.68

Seventy Paise SixtyEight Only

level,filling the joint with C:M 1:3 (1cement:3fine sand) etc complete.

Grassing with selection No.1 grass In rows 5 cm apart in both directions including watering and maintenance of the

lawn for 12 months or more till the grass forms a thick lawn, free from weeds and fit for mowing including supplying Rupees Two Hundred

farm clay up 300 mm thick, sludge, manure,pesticides , extra earth, disposal of rubbish, trench excavation and all FiftyTwo Paise Fifty Only

labour with lead and lift etc. complete as directed by EIC.

Qty. may be Total

No. ITEM DESCRIPTION Unit

more or less. In Figure In Words Estimated Amount

Providing & construction Tree plants required Digging of pits 0.6mt. x 0.6mt x 0.6mt, filling with goodearth with

Rupees Two Hundred

mixing of cow dong and pesticide.planting the following plant of 4' to 6' height stack it well, maintain it for 3 month

147 100.00 No. 295.93 NinetyFive Paise NinetyThree

name of plants Neem, Nagor, Avonla, Aritha, Garmala, Neem, Nagor, Avonla, Aritha, Garmala, Neem, Nagor,

Avonla, Aritha, Garmala, etc

Ayurvedic shrubbery Clinning the bed, mixing of the fertilizer and pesticides, digging the pit planting the good Rupees One Hundred

148 500.00 quality of plant at required distance, maintain it for 12 month name of plants Tulsi, Brahmi, Aloe vera, Ardusi, No. 174.73 SeventyFour Paise

Asparagus, Panputti, Nagar vel, Phudina, Ashwagandha, Gugal, Wedellia, Jecomentia, Umbrella palm, etc. SeventyThree Only

Planting of exoitic palm trees Digging of pits 0.6mt. x 0.6mt x 0.6mt, filling with good earth with mixing of cow dong

Rupees One Thousand One

149 60.00 and pesticide.planting the following plant of 8' to 10' height stack it well, maintain it for 12 month Bottle palm, No. 1111.00

Hundred Eleven Only

Coconut, Sopari, Fish tail, Fox tail, Phonix, Date palm, Bismarkia, Shampagon, Latania, etc

Planting of Ornamental shurbs Digging of pits 0.6mt. x 0.6mt x 0.6mt, filling with good earth with mixing of cow dong

Rupees One Hundred

and pesticide.planting the following plant of 8' to 10' height stack it well, maintain it for 12 month Golden bamboo,

150 500.00 No. 174.73 SeventyFour Paise

Green bamboo, Ficus spp.Ixora spp., Hibiscus spp., Allamanda spp.Bougainvella spp., Nerium spp, Plumeria spp.

SeventyThree Only

Rupees Eighty Paise Eighty

151 10.00 Providing pesticides ,dust as directed by architect engineer incharge. Kg 80.80

Rupees Six Hundred

152 10.00 Providing pesticides ,liquid as directed by architect engineer incharge. Kg 693.87 NinetyThree Paise

EightySeven Only

Providing and fixing M.S. flat iron tree guard 40 cm dia and 2 m hight, above ground consisting 4 nos 25 x 6 mm,

m long and 8 nos 25 x 3 mm 2 m long verticals M.S. flats, riveted to 3 nos 25 x 6mm M.S. flat iron rings in two halves,

fixing together at site withrequired six numbers of 8 mm dia. and 30 mm long bolts, including painting two coats

with synthetic enamel paint of approved brandand manufacture over a coat of primer. One name plate of 1 Rupees One Thousand Sixty

mmthick M.S. sheet of size 250x100 mm shall be welded to the treeguard near the middle height and lettered PIU/ Paise Fifty Only

any other approved name. The tree guard shall be suitably fixed to the groundby embedding four legs of tree guard

in pits of suitable dia and to adepth of 25 cm, refilling the pits with soil and ramming, complete inall respect as per

satisfaction and direction of Officer-in-charge.

Providing and fixing bright finish 2 mm thick Stainless steel (Grade 304) letters size up to 350 to 600 mm height in Rupees Six Hundred

154 225.00 English language fixed in wall with screws and nails and any height including scaffolding etc complete as per Each 639.33 ThirtyNine Paise ThirtyThree

instruction of Engineer-in-charge. Only

Providing and Placing in position suitable PVC water stops conforming to IS:12200 for construction/ expansion

Rupees Two Hundred Eighty

155 72.00 joints between two RCC members and fixed to the reinforcement with binding wire before pouring concrete etc. Rmt 280.45

Paise FourtyFive Only

complete. a) Serrated with central bulb (225 mm wide, 8-11 mm thick)

Qty. may be Total

No. ITEM DESCRIPTION Unit

more or less. In Figure In Words Estimated Amount

Providing and fixing cast iron steps of size 500mm x 150mm x 22.5mm and painting with two coats of Anti-corrosive Rupees Two Hundred Three

paint etc. complete. Paise SeventySix Only

Supplying and fixing SFRC round manhole cover of 1200 × 1200 mm size, 150 mm thickness, with square frame,

Rupees Seven Thousand Six

MT load capacity, flat or recessed type as per location of chamber; recessed cover with square frame to be

157 5.00 Nos. 7657.38 Hundred FiftySeven Paise

provided for chambers located in paver block or tiled areas, including transportation, fixing, grouting and complete

ThirtyEight Only

installation in all respects as directed.

Supplying and fixing SFRC round manhole cover of 900 × 900 mm size, 150 mm thickness, with square frame, 35 MT

load capacity, flat or recessed type as per location of chamber; recessed cover with square frame to be provided for Rupees Four Thousand Seven

chambers located in paver block or tiled areas, including transportation, fixing, grouting and complete installation Hundred Eight Paise Ten Only

in all respects as directed.

Providing and fixing (chainlink fencing) with fabrication of M.S. Hollow section vertical support of size 50 x 50 x

mm fixed at 3000 mm c/c and horizontal support of 50 x 50 x 5 angle on top and bottom, vertical support of 50 x

Rupees Two Thousand One

x 5 angle on side and centre of with galvanize chain link 50 x 50 x 10 guage jali(300gsm) fitted with 32 x 5 mm M.S.

159 100.00 Smt 2109.87 Hundred Nine Paise

flat including welding and erecting the same in position at required spacing including fixing the posts in ground with

EightySeven Only

0.23 mt x 0.45mt x 0.45mt rcc block in 1: 2: 4 grade with hold fast of 50 x 50 x 5mm angle including two coats of oil

painting and single coat primer on MS section etc. complete as directed.

Providing and fixing dry cladding upto 10 metre heights with 30mm thick gang saw cut stone with (machine cut

edges) of uniform colour and size upto 1mx1m, fixed to structural steel frame work and/ or with the help of cramps, Rupees Two Thousand Six

160 277.00 pins etc. and sealing the joints with approved weather sealant as per Architectural drawing and direction of SQ.MT. 2602.12 Hundred Two Paise Twelve

Engineer-in-charge. (The steel frame work, stainless steel cramps and pins etc. shall be paid for separately). White Only

sand stone - 30mm thick gang saw cut stone

Qty. may be Total

No. ITEM DESCRIPTION Unit

more or less. In Figure In Words Estimated Amount

Providing and fixing of façade at all heights with extruded hollow Clay / Terracotta ventilated rainscreen tiles including Corner

Jointing Details, Terracota tiles of height 259/ 309/ 409mm and lengthof 1190 mm of approved texture,design and pattern

having Flexural Strength/ Modulus of Rupture of ? 14 N/m² and maximum water absorption of 10% tested as per ISO 10545-

4:2004(E) and ISO 10545-3:1995 respectively in true level fixed to a supporting aluminium framework (Alloy 6063 T5/T6)

consisting of vertical 'T' (for intermediates)/ 'L' (for ends/ termination)/ Tubular sections (at corners)of size 80x60x2mm/

40x60x2mm/ 40x40x2mm respectively, spaced at maximum spacing of 1200mm c/c matching to the tile vertical grid, and

horizontal aluminium 'C'-clamps of size 56x34x2 mm thickness of length 150mm at junction of tiles and of length 75mm at wall

ends/ corners fixed on top of the vertical sections at spacing of 250/ 300/ 400mm c/c matching to the tile horizontal grid with

two numbers of self-drilling / self-tapping SS screws of size 5.5x25 mm with EPDM washers.The vertical 'T'/'L/ Tubular' sections

shall be fixed to the wall using HDG (hot-dip-galvanized) steel Lbrackets (galvanizing thickness of minimum 80 microns) of size

110x80x6 mm at intermediate vertical aluminium profiles and of size 220x110x12 mmat outer corners and stainless steel Rupees Five Thousand Three

161 605.00 grade 304,M10 full threaded anchor fasteners with nylon sleeve 100mm long (for brick work) and M8 expansion anchor SQ.MT. 5333.23 Hundred ThirtyThree Paise

fasteners 75mm long for concrete surface, spacing of brackets to be based on a structural/ static calculation. The brackets TwentyThree Only

shall be of length 175mm at junction of two vertical aluminium profiles and of length 100mm at intermediate points of vertical

profiles and shall be fixed to the vertical aluminium T / L / Tubular profiles using two numbers self-drilling/ self-tapping SS

screws of size 5.5x25 mm with EPDM washers.“EPDM gaskets to be fixed in between brackets and vertical profiles. The tiles

shall be mounted on the ‘C’ clamps such that the tiles are supported at top and bottom at both ends. The tiles shall be

mounted on the Cclamps with EPDM profiles in between such that the tiles are supported at top and bottom at both ends. The

vertical joint open groove between two adjacent tiles shall be 10mm. The tiles and system shall be designed to resist wind load

as per IS 875 (Part 3) according to different zones. The tiles shall be installed using the ventilated rain screen principle with

provision for natural ventilation of the space between the façade tiles and the structural wall. The work shall be carried out as

per specification, drawing and as per direction of the Engineer-in-Charge. With 24mm thickness (+/- 10%) terracotta tiles of

other than grey colors.

Providing & Executing 15 mm thick Washed stonecrete plaster on exterior walls including Water Repellent Rupees One Thousand One

162 999.00 Coatings & vertical and horizontal grouve specified by EIC. Any Size and Any Colour of stonechips will be finalised Sq. Mt. 1173.87 Hundred SeventyThree Paise

by Architect or EIC. EightySeven Only

Providing and fixing in expansion joint up to 150 mm thick expansion joint board by hydro cell semi rigid UV Rupees Two Thousand Nine

163 1140.00 resistance with high performance laminated closed cell polythene foam joint filler in sheet foam as directed,of best Sq. Mt. 2982.06 Hundred EightyTwo Paise Six

quality and approved make including cutting to required size and shape at all levels etc. complete as directed. Only

Qty. may be Total

No. ITEM DESCRIPTION Unit

more or less. In Figure In Words Estimated Amount

Providing and fixing of expansion joint system for floor gap up to 150 mm of approved make and manufactures for

various roof locations as per approved drawings and direction of Engineer-In-Charge. The joints shall be of extruded

aluminum base members with, self aligning and self centering arragement support plates asper ASTM B221-02. The

system shall be such that it provides watertight roof to roof/roof to corner joint cover expansion control system that

is capable of accommodating multidirectional seismic movement without stress to its components. System shall

consist of metal profile that incorporates a universal aluminum base member designed to accommodate various

project conditions and roof treatments. The cover plate shall be designed of width and thickness required to satisfy Rupees Four Thousand Seven

movement and loading requirements and secured to base members by utilizing manufacturer’s pre-engineered self- Hundred SeventyTwo Only

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. The Joint System shall resists damage or

deterioration from the impact of falling ice, exposure to UV, airborne contaminants and occasional foot traffic from

maintenance personnel. Provision of Moisture Barrier Membrane in the Joint System to have water tight joint is

mandatory requirement. (Material shall confirm to ASTM 6063).

Providing and fixing of expansion joint system for floor gap up to 150 mm 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 location 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

Rupees Five Thousand Four

finish floor treatments. The cover plate shall be designed of width and thickness required to satisfy projects

165 835.00 R Mt 5471.59 Hundred SeventyOne Paise

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.) Rate should be inslusive of necessary

scaffolding work, non shrink grout, RCC cutting, edge preparation etc complete.

Qty. may be Total

No. ITEM DESCRIPTION Unit

more or less. In Figure In Words Estimated Amount

Providing and fixing of expansion joint system for floor gap up to 150 mm related with wall joint (internal/ external)

location as per drawings and direction of Engineer-In- Charge. The joints shall be of extruded aluminum base

members, self aligning / centering arrangement and support plates as per ASTM B221- 02. The material shall be

such that it provides an Expansion Joints System suitable for vertical wall to wall/ wall to corner application, both Rupees Four Thousand Five

166 234.00 new and existing construction in office Buildings & complexes with no slipping down tendency amongst the R Mt 4541.28 Hundred FourtyOne Paise

components of the Joint System. The Joint System shall utilize light weight aluminum profiles exhibiting minimal TwentyEight Only

exposed aluminum surfaces mechanically snap locking the multi cellular to facilitate movement. (Material shall

confirm to ASTM 6063.) Rate should be inslusive of necessary scaffolding work, non shrink grout, RCC cutting, edge

preparation etc complete.

Insulated Metal Fire doors - As per IS 3614:2021

Providing and fixing insulated fire rated GI Sheet doors conforming to FD 120 - 30 classification of IS 3614:2021 with fire rating of 120 minutes integrity and

minutes insulation. The factory manufactured door frame and shutter assembly shall be made out of minimum 1.60 mm thick GI Sheet with minimum

GSM coating as per IS: 277. Door and frame should be finished with powder coating in standard RAL shade finish having DFT of minimum 30 microns. The door

should carry a minimum 500 Hrs of salts pray test. All accressesories like hardware, vision panel, fire & smoke sealetc to be supplied by Fire door

manufacturer only as per the guidelines laid down in IS3614:2021. Every door must carry alabel confirming to type of door & its fire rating. The door must carry

a 5 years valid test evidence from CBRI-Roorkee / NABL accrediated lab which operates in accordance with ISO/IEC

The Door frame shall be single rebate grooved profile of size minimum 100mm x 57mm made out of 1.60mm (20 gauge) minimum thick galvanized steel sheet.

Frames shall be butt / mitered joint and field assembeled with bolting system. Frames to have inbuilt grooved to accomodate Intumuscent fire seal strip . The

frame should also be provided with fire rated EPDM smoke seal 10x4 mm conforming to IS: 3614:2021 or as per test evidence. It shall be fixed in grooves,

specifically cut in rebate on all the 3 sides of the frame.. All provisions should be mortised & provided with necessary inbuilt reinforcement to receieve

appropriate hardware.

Frames should be provided with back plate bracket for anchor fastner with 8-10 mm dia and minimum 80 mm long HDG fasteners, with Polyamide

sleeves(Payable in extra item) for installation of frame in finished plastered masonary wall opening. Note :- For grouting of Steel frames in masonary

installations ;cement sand mixture 1:3 ratio by civil contractor/fire rated PU foam or such fire rated material may be recommended except head

member(Payable in extra item).

Door leaf should be minimum 46mm thick fully flush double skin door. Door leaf must be manufactured from 1.2mm(18gauge) thick galvanised steel sheet. Rupees Seventeen Thousand

The infill material shall be mineral wool of minimum density 48 kg/cum. All doors shall be factory prepped for receiving appropriate hardware and provided

167 408.00 with necessary reinforcement for hinges, locks, and door closers. The edges should be interlocked with a bending radius of 1.4mm. For double leaf

Smt 17838.94 Eight Hundred ThirtyEight

doors integrated astragals has to be provided on the meeting stile for both active and inactive leaf. Vision lite size 200x300 mm or 150 x 400mm(max Paise NinetyFour Only

area 0.06sqm) wherever applicable should be provided with single layered clear fire rated glass panes as per guidelines laid down under IS 3614 :

2021 vide clause no. 7.2.7 table no. 2 with a clipon arrangement.The glass will be provided with fire rated ceramic tape of min.2 mm thickness with

min.15mm width alround on either face. Every Glass pane must carry a permanent marking of its glass manufacturer.

FIXTURES FOR DOORS : - 2 Hrs Metal fire door 2000x2400mm Insulated Including Supply & fixing of SS 304 grade Ball Bearing Hinges of size 100 x 75 x 3mm

complete with SS Screws of DORMA 3090F / Becker FS BB1953/ Geze-98751006 Make ( 4 Nos per panel )

Supply & fixing SS Touch type of DORMA PHA Series / Becker FS- / Geze- Make Steel or Stainless steel 304 grade for 500s Series & Alloy Anodised for

series Touch Type Panic Bar on Double Leaf for Exit Locations .

Supply & fixing of SS finish DORMA/ Becker FS- / Geze- Make Panic Trim with half cylinder locaking For Operation From The Other Side Of The Panic Bar.

Supply and fixing of minimum 6mm thick clear fire rated Glass of Saint-Gobain , Pyrobeck or approved EQ 120 minutes non Wired of size 200 mm x 300mm

(Clear vision ). Manufacturer should have test evidence of similar glass & size or bigger size . ( Actual supplied Glass size will be measured for

Supply & fixing of Door Closers TS-68 DORMA/ Becker FS BLC605 / Geze-TS2000v Series Make. ( Except shaft door)

Supply & fixing of anchor fastners of HILTI/ FISHER/ Equvalent of M10X80mm length. Fire seal 10x4mm EPDM type, SMOKE seal 12x12mm (For payment

purpose the area of opening including door frame shall only be measured). The agency shall provide one number additional door alongwith all frame and

fittings for getting it tested from CBRI Roorkee and in case sample fails, additional sets after improvement shall be provided for testing till the item passes in

tests, which shall not be included in measurements for payment.

Qty. may be Total

No. ITEM DESCRIPTION Unit

more or less. In Figure In Words Estimated Amount

Supplying , Transporting & Fixing reinforced cement concrete (wet cast) factory made T-25 U-shape drain (FUJI SILVERTECH

MAKE T-25 Drain) with cover as per design and shape, using coarse aggregate and fine aggregate derived from natural sources,

OPC 53 grade cement admixtures in recommended proportions as per IS: 456-2000 and standard like Indian standard,

international standards viz. Japanese Industrial Standards (JIS) having strength not less than M-50 duly steam cured. using

thermo mechanically treated bars. (TMT/TMX) FE 500D or more conforming to IS 1786 reinforcement bar, capable of carrying a

wheel load of 5.0 Tones for heavy vehicle movement. Precast reinforced cement concrete drains to use for Service duct/ Cable

trench/ Road side storm water drain etc. Precast factory shall have ISO 9001, ISO 14001 and ISO 45001 for design,

manufacturer, and dispatch of products. Reinforcement cage shall be fabricated in in-house automated cage making unit

having necessary machines like cutting and bending for getting consistent rebar production. Product shall be manufactured

using RO water for durability criteria. Precast factory shall have in-house NABL approved testing facility for quality checks.

Separate RO water plant and Steam curing. . Rate includes all cost of material, labour charges at the plant, cost of

reinforcement, formwork and lifting accessories, and transportation up to work at the site. unloading the material at site,&

Instllation at Site. Providing lifting inserts, etc. the work as per the direction of Engineer in-charge.

Supplying , Transporting & Fixing reinforced cement concrete (wet cast) factory made T-25 U-shape drain cover (FUJI Rupees Five Thousand Six

168 189.00 SILVERTECH MAKE T-25 Drain cover) as per design and shape, using coarse aggregate and fine aggregate derived from natural R Mt. 5634.44 Hundred ThirtyFour Paise

sources, OPC 53 grade cement admixtures in recommended proportions as per IS: 456-2000 and standard like Indian FourtyFour Only

standard, international standards viz. Japanese Industrial Standards (JIS) having strength not less than M-50 duly steam cured.

using thermo mechanically treated bars. (TMT/TMX) FE 500D or more conforming to IS 1786 reinforcement bar, capable of

carrying a wheel load of 5.0 Tones for heavy vehicle movement. Precast reinforced cement concrete drains to use for Service

duct/ Cable trench/ Road side storm water drain etc. Precast factory shall have ISO 9001, ISO 14001 and ISO 45001 for design,

manufacturer, and dispatch of products. Reinforcement cage shall be fabricated in in-house automated cage making unit

having necessary machines like cutting and bending for getting consistent rebar production. Product shall be manufactured

using RO water for durability criteria. Precast factory shall have in-house NABL approved testing facility for quality checks.

Separate RO water plant and Steam curing. . Rate includes all cost of material, labour charges at the plant, cost of

reinforcement, formwork and lifting accessories, and transportation up to work at the site. unloading the material at site,&

Instllation at Site. Providing lifting inserts, etc. the work as per the direction of Engineer in-charge.

Note:- Rate shall also include technical assistance for the installation of products at one time.

T-25 U Shape Drain : 300 X 300 X 2000 with Specified T-25 U Shape Drain Cover : 500 X 410 X

Qty. may be Total

No. ITEM DESCRIPTION Unit

more or less. In Figure In Words Estimated Amount

Supplying , Transporting & Fixing reinforced cement concrete (wet cast) factory made T-25 U-shape drain (FUJI SILVERTECH MAKE T-25

Drain) with cover as per design and shape, using coarse aggregate and fine aggregate derived from natural sources, OPC 53 grade cement

admixtures in recommended proportions as per IS: 456-2000 and standard like Indian standard, international standards viz. Japanese

Industrial Standards (JIS) having strength not less than M-50 duly steam cured. using thermo mechanically treated bars. (TMT/TMX) FE 500D

or more conforming to IS 1786 reinforcement bar, capable of carrying a wheel load of 5.0 Tones for heavy vehicle movement. Precast

reinforced cement concrete drains to use for Service duct/ Cable trench/ Road side storm water drain etc. Precast factory shall have ISO

9001, ISO 14001 and ISO 45001 for design, manufacturer, and dispatch of products. Reinforcement cage shall be fabricated in in-house

automated cage making unit having necessary machines like cutting and bending for getting consistent rebar production. Product shall be

manufactured using RO water for durability criteria. Precast factory shall have in-house NABL approved testing facility for quality checks.

Separate RO water plant and Steam curing. . Rate includes all cost of material, labour charges at the plant, cost of reinforcement, formwork

and lifting accessories, and transportation up to work at the site. unloading the material at site,& Instllation at Site. Providing lifting inserts,

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

T-25 U Shape Drain : 450 X 450 X 2000 Rupees Eight Thousand Six

169 174.00 Supplying , Transporting & Fixing reinforced cement concrete (wet cast) factory made T-25 U-shape drain cover (FUJI SILVERTECH MAKE T- R Mt. 8693.13 Hundred NinetyThree Paise

25 Drain cover) as per design and shape, using coarse aggregate and fine aggregate derived from natural sources, OPC 53 grade cement Thirteen Only

admixtures in recommended proportions as per IS: 456-2000 and standard like Indian standard, international standards viz. Japanese

Industrial Standards (JIS) having strength not less than M-50 duly steam cured. using thermo mechanically treated bars. (TMT/TMX) FE 500D

or more conforming to IS 1786 reinforcement bar, capable of carrying a wheel load of 5.0 Tones for heavy vehicle movement. Precast

reinforced cement concrete drains to use for Service duct/ Cable trench/ Road side storm water drain etc. Precast factory shall have ISO

9001, ISO 14001 and ISO 45001 for design, manufacturer, and dispatch of products. Reinforcement cage shall be fabricated in in-house

automated cage making unit having necessary machines like cutting and bending for getting consistent rebar production. Product shall be

manufactured using RO water for durability criteria. Precast factory shall have in-house NABL approved testing facility for quality checks.

Separate RO water plant and Steam curing. . Rate includes all cost of material, labour charges at the plant, cost of reinforcement, formwork

and lifting accessories, and transportation up to work at the site. unloading the material at site,& Instllation at Site. Providing lifting inserts,

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

Note:- Rate shall also include technical assistance for the installation of products at one time.

T-25 U Shape Drain : 450 X 450 X 2000 with Specified T-25 U Shape Drain Cover : 500 X 572 X

Qty. may be Total

No. ITEM DESCRIPTION Unit

more or less. In Figure In Words Estimated Amount

Wall-Mounted Steel Cupboard Shutters over Kota Stone Shelves :

Providing, fabricating, supplying and installing steel shutter units comprising four shutters per cupboard, including

shutters made from 20/22 gauge CRCA steel sheets with approved colour powder-coated, corrosion-resistant

finish. Each shutter shall be full-height, with 25 mm bent vertical edges, and top and bottom edges reinforced with

18 gauge CRCA steel angle profiles to house 10 mm dia MS tower bolts operated via lock lever. Each shutter to be

fixed using four heavy-duty pivot hinges (total 16 hinges per cupboard), and fitted with 135 mm aluminium handles.

Shutters mounted on structural frames made from 100 mm deep and 40 mm thick folded CRCA steel profiles with

vertical stiffeners of 18 gauge CRCA steel. Framework to be securely anchored to wall and coordinated with fixed

Rupees Four Thousand Five

170 14.00 polished Kota stone shelves (0.6 m depth). All fabrication, powder coating, handling, and installation work to be sqm. 4545.00

Hundred FourtyFive Only

done at any height at any floor as directed by Engineer-in-Charge. Rate includes approved make of lock, all

materials, hardware, hinges, handles, fasteners, approved colour powder coating, labour, tools, accessories, and

complete installation. Note : All ,dents, burrs and sharp edges shall be removed from the various components. The

components shall be individually pickled, scrubbed and rinsed to remove glcase, rust, scale or any other foreign

Unit of Measurement: Out to out dimension of shutter elevation shall be measured for payment in a unit of Sqmt.

The rate quoted shall be including fastener, hardware including required all accessories and arrangement etc

complete for all level all height as directed by engineer inc charge.

Providing and fixing minimum 50mm wide sand blasting on Black Granite for stair case steps with necessary tools

Rupees One Hundred

171 3604.00 tacjels , equipment plant as per detail design upto all floor with all lead & lift etc complete as per instruction of Rmt 151.50

FiftyOne Paise Fifty Only

engineer in charge.

'Providing and fixing of approved make Single skin Shaft door with frame with galvanised steel. Doors should be

finished in Powder Coating with film thickness of 60 microns approx. in desired RAL Shades. The manufacturer

company must be ISO 9001-2015 certified trap door and must be made from galvanised steel sheet. door must be

Rupees Five Thousand Seven

concealed type of hinges and appropriate provision for all four side wilded door frame. with appropriate shaft door

172 454.00 Smt. 5782.07 Hundred EightyTwo Paise

locking must be provided. acodor Frame size 50 X 30 mm from 1.2 mm Galavanised sheet and door must made

from minimum 1 mm glavanised steel with or without vission panel with necessory steel stifner.

Hinge: Concealed Type

Lock : alnkey type lock

Finish: Powder coated color finish as per RAL color

Providing and fixing Invisible grill

Specially designed Aluminum channel - 6063 T6 grade of 3mm thickness with S.S 316 marine grade wire with Rupees One Thousand Four

173 6464.00 coating of nylon thickness - 2 which can with stand upto 300 kgs, S.S 304 wedge anchors with individual locking Smt. 1419.05 Hundred Nineteen Paise Five

system size : M6 X 12, SS flattned screw for cover locking system which Individual locking system of each wire and Only

S.S 316 cross clips to maintain stiffness with 38mm gap (1.5") with 5 years warantee of installation

Qty. may be Total

No. ITEM DESCRIPTION Unit

more or less. In Figure In Words Estimated Amount

Supplying, delivering, and fixing corrugated pre-coated galvanized steel roofing sheets of 0.45 mm nominal

thickness, manufactured by Tata Steel or equivalent approved manufacturer, with zinc-aluminium alloy coating

(Zinc 120 g/m² or as per manufacturer standards) and UV-stabilized polyester / PVDF color finish, 750 mm effective

Rupees Six Hundred

cover, trapezoidal profile with standard rib height of 25–30 mm, including supporting structural purlins of suitable

174 377.00 Smt. 694.58 NinetyFour Paise FiftyEight

section, approved fasteners with neoprene washers, end closures, ridge and verge flashings, side laps, cutting to

required dimensions, sealing all joints, ensuring proper alignment and slope, providing necessary overlaps, fixing

ridge and hip covers, gutters and downpipes as required, and complete installation, testing, and commissioning as

per manufacturer’s specifications and Engineer-in-Charge’s directions.

STP & ETP : Design,Supply, Installation, Testing & commissioning of 300 KLD with MBBR Technology capable to

treat human soil-waste water to potable water .

Following shall be the Parameters for design of Treatment Plant.

BOD - Less Then 10 mg/l

Suspended Solids - Less then 10 mg/l

COD - Less then 30 mg/l

Rupees Fourty Lakh Fourty

175 1.00 Oil & Grease - Less then 2 mg/l JOB 4040000.00

Total Nitrogen - Less then 10 mg/l

Phosphate - Less then 2 mg/l

Notes:pumps with SS-316L casing, S.S 3I6L impeller and SS-304 shaft, SS-316L/C.I. Base CED coating & head TEFC

IE4/IE5 magnetic motor (IE5 is preferable motor for Suitable duties, if duties is not available in IE5 motor then you

can quote pump with IE4 motor). Contractor to submit performance curves and technical catalogue with all GA

Drawing of the proposed model and take a approval from architect/Consultant. The rate is includes all type of civil

work for smooth operation of STP plant as per manufactural design and drawing.

Outdoor Acrylic Sports Flooring:

Providing and applying outdoor acrylic sports flooring system over prepared RCC base of minimum M20 grade and

150 mm thickness, including surface preparation by mechanical cleaning and crack filling, application of acrylic

primer, resurfacer coats, cushion coats where specified, and two coats of UV-resistant, anti-skid acrylic top coat of Rupees One Thousand Five

176 345.00 approved colour, complete as per manufacturer’s specifications and directions of Engineer-in-Charge. The surface Sq. Mtr 1545.30 Hundred FourtyFive Paise

shall be uniform, non-slippery, weather-resistant and suitable for outdoor pickleball and badminton courts, Thirty Only

including court line marking with weather-resistant acrylic paint as per standard dimensions. The rate shall include

all materials, labour, tools, surface preparation, curing, protection and workmanship, complete in all respects, with

minimum 5 years warranty against peeling, fading, cracking or delamination.

Qty. may be Total

No. ITEM DESCRIPTION Unit

more or less. In Figure In Words Estimated Amount

Providing and marking of pickleball and badminton courts over finished acrylic sports flooring using approved

Rupees Nineteen Thousand

weather-resistant acrylic line marking paint of specified colour and width, laid true to line and level as per standard

177 2.00 Job 19876.80 Eight Hundred SeventySix

court dimensions and drawings, including surface cleaning, masking, application and protection till drying,

Paise Eighty Only

complete as directed by Engineer-in-Charge. The rate shall include all materials, labour, tools and workmanship,

complete in all respects.

Pickleball Net & Posts

Supplying and fixing standard pickleball net with powder-coated / galvanized steel posts, sockets, anchors and Rupees TwentyThree

178 2.00 tensioning system, complete as per standard specifications, including alignment, fixing, testing and making good Nos 23735.00 Thousand Seven Hundred

the surrounding surface, complete as directed by Engineer-in-Charge. The rate shall include cost of all materials, ThirtyFive Only

fittings, labour and installation, complete.

Badminton Poles & Net

Supplying and fixing badminton poles with ground sockets and standard size badminton net conforming to BWF Rupees TwentyFive Thousand

norms, including proper alignment, fixing, testing and finishing complete as per directions of Engineer-in-Charge. Two Hundred Fifty Only

The rate shall include all materials, labour, fittings and accessories, complete in all respects.

Synthetic Turf (Box Cricket)

Supplying and fixing heavy-duty, UV-stabilized synthetic turf suitable for outdoor box cricket over prepared base, Rupees One Thousand Eight

180 473.00 including surface preparation, shock pad where required, adhesive, jointing tape, trimming and proper anchoring, Sq. Mtr 1868.50 Hundred SixtyEight Paise Fifty

complete as per manufacturer’s specifications and directions of Engineer-in-Charge. The rate shall include all Only

materials, labour, tools, fixing and finishing, complete in all respects.

HDPE / Nylon Netting

Providing and fixing HDPE / nylon netting of approved mesh size and strength for box cricket on sides and overhead,

Rupees Six Hundred FiftySix

181 1022.00 supported on GI / MS framework including posts, clamps, fixing accessories and painting of steel members, Sq. Mtr 656.50

Paise Fifty Only

complete as directed by Engineer-in-Charge. The rate shall include cost of netting, structure, labour, tools and all

incidental works, complete.

Providing and fixing concealed center point to wall ceiling & floor CPVC (SDR 13.5) PIPE having National Sanitation

Rupees One Hundred

182 2100.00 Foundation (NSF) seal for potable water of following dia. nominal bore tube fittings and clamps including making Rmt. 170.36

Seventy Paise ThirtySix Only

good the wall, ceiling and floor etc. complete.

Providing and fixing concealed center point to wall ceiling & floor CPVC (SDR 13.5) PIPE having National Sanitation

Foundation (NSF) seal for potable water of following dia. nominal bore tube fittings and clamps including making Rupees Two Hundred Eight

good the wall, ceiling and floor etc. complete. Paise Eighty Only

Providing and fixing concealed center point to wall ceiling & floor CPVC (SDR 13.5) PIPE having National Sanitation

Rupees Two Hundred

Foundation (NSF) seal for potable water of following dia. nominal bore tube fittings and clamps including making

184 3500.00 Rmt. 253.82 FiftyThree Paise EightyTwo

good the wall, ceiling and floor etc. complete.

Qty. may be Total

No. ITEM DESCRIPTION Unit

more or less. In Figure In Words Estimated Amount

Providing and fixing concealed center point to wall ceiling & floor CPVC (SDR 13.5) PIPE having National Sanitation

Rupees Three Hundred

Foundation (NSF) seal for potable water of following dia. nominal bore tube fittings and clamps including making

185 1214.00 Rmt. 338.24 ThirtyEight Paise TwentyFour

good the wall, ceiling and floor etc. complete.

Providing and fixing concealed center point to wall ceiling & floor CPVC (SDR 13.5) PIPE having National Sanitation

Rupees Four Hundred

Foundation (NSF) seal for potable water of following dia. nominal bore tube fittings and clamps including making

186 1664.00 Rmt. 447.72 FourtySeven Paise

good the wall, ceiling and floor etc. complete.

SeventyTwo Only

Providing and fixing concealed center point to wall ceiling & floor CPVC (SDR 13.5) PIPE having National Sanitation

Foundation (NSF) seal for potable water of following dia. nominal bore tube fittings and clamps including making Rupees Six Hundred Sixty

good the wall, ceiling and floor etc. complete. Paise FiftyEight Only

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water

Rupees One Thousand Three

supply including all CPVC plain & brass threaded fittings. This includes jointing of pipes & fittings with one step

188 500.00 Rmt. 1394.53 Hundred NinetyFour Paise

CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.

FiftyThree Only

65mm dia nominal bore

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water

Rupees One Thousand Eight

supply including all CPVC plain & brass threaded fittings. This includes jointing of pipes & fittings with one step

189 330.00 Rmt. 1804.25 Hundred Four Paise

CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.

TwentyFive Only

80mm dia nominal bore

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water

Rupees Two Thousand Seven

supply including all CPVC plain & brass threaded fittings. This includes jointing of pipes & fittings with one step

190 140.00 Rmt. 2724.84 Hundred TwentyFour Paise

CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.

EightyFour Only

100 mm dia nominal bore

Supply,Installing, tesitng and commissioning concealed forged brass lever operated ball valve of full flow with

forged brass ball (Machined to mirror smooth finish with hard chrome plated) and spindle with setting and gland of

superior quality having minimum working pressure of 16 kg/cm2 etc. including providing of connectors, flanges, Rupees Nine Hundred

nuts, bolts, gaskets, etc As per drawings and design supplied by architect and instruction given by authority and SixtyFive Paise FiftySix Only

Supply,Installing, tesitng and commissioning concealed forged brass lever operated ball valve of full flow with

forged brass ball (Machined to mirror smooth finish with hard chrome plated) and spindle with setting and gland of

Rupees One Thousand Two

superior quality having minimum working pressure of 16 kg/cm2 etc. including providing of connectors, flanges,

192 140.00 Each 1252.40 Hundred FiftyTwo Paise

nuts, bolts, gaskets, etc As per drawings and design supplied by architect and instruction given by authority and

Qty. may be Total

No. ITEM DESCRIPTION Unit

more or less. In Figure In Words Estimated Amount

Supply,Installing, tesitng and commissioning concealed forged brass lever operated ball valve of full flow with

forged brass ball (Machined to mirror smooth finish with hard chrome plated) and spindle with setting and gland of

Rupees One Thousand Eight

superior quality having minimum working pressure of 16 kg/cm2 etc. including providing of connectors, flanges,

193 26.00 Each 1843.25 Hundred FourtyThree Paise

nuts, bolts, gaskets, etc As per drawings and design supplied by architect and instruction given by authority and

TwentyFive Only

Supplying, fixing, testing and commissioning of butterfly valve of PN 1.6 rating with bronze/gunmetal seat duly ISI Rupees Three Thousand One

194 19.00 marked complete with nuts, bolts, washers, gaskets conforming to IS 13095 of following sizes as required : Each 3151.51 Hundred FiftyOne Paise

50 mm FiftyOne Only

Supplying, fixing, testing and commissioning of butterfly valve of PN 1.6 rating with bronze/gunmetal seat duly ISI Rupees Three Thousand Five

195 30.00 marked complete with nuts, bolts, washers, gaskets conforming to IS 13095 of following sizes as required : Each 3582.93 Hundred EightyTwo Paise

65 mm NinetyThree Only

Supplying, fixing, testing and commissioning of butterfly valve of PN 1.6 rating with bronze/gunmetal seat duly ISI Rupees Four Thousand One

196 16.00 marked complete with nuts, bolts, washers, gaskets conforming to IS 13095 of following sizes as required : Each 4149.27 Hundred FourtyNine Paise

80 mm TwentySeven Only

Supplying, fixing, testing and commissioning of butterfly valve of PN 1.6 rating with bronze/gunmetal seat duly ISI Rupees Five Thousand Five

197 11.00 marked complete with nuts, bolts, washers, gaskets conforming to IS 13095 of following sizes as required : Each 5552.63 Hundred FiftyTwo Paise

100 mm SixtyThree Only

Rupees Eighteen Thousand

Providing and fixing Butterfly Valve with IP 54 actuator with Control Panel and Two Point Magnetic Sensor for

198 8.00 Each 18520.37 Five Hundred Twenty Paise

Automated Tank Filling System 65 mm nominal bore

ThirtySeven Only

Providing, laying and jointing in true line and level 50 diametre U.P.V.C (Type B) conforming to IS 13592-1992 with

one end plain and other end socketed with rubber ring, & fittings conforming to ISI 14735-1999 of approved make

for drainage system pipe line, pipe shall be jointed with each other with rubber lubricant, pipe shall be fixed on wall Rupees Three Hundred

using Heavy duty spacer clamps at every 2000 mm center to center or shall be concealed in walls as directed FourtyThree Paise Fourty Only

including necessary fittings such as bends, shoes etc. including testing of pipes and joints and jointed with

adhesive solvent cement including cost of all materials.

Qty. may be Total

No. ITEM DESCRIPTION Unit

more or less. In Figure In Words Estimated Amount

SOIL, WASTE, VENT PIPES & FITTINGS

Ultra Silent pipes & fittings

Providing and fixing soundproof Multilayer Polyproplene piping system as per EN 1451-Part 1-6 with 3 layer pipe

made of PP + PP-MD + PP and one layer fittings in PP MD, push-fit type,Halogen and Calcium free, having high

impact resistance as per DIN EN ISO 291:2008-08 , Ring stiffness SN6 6KN/m2 as per ISO 9969, offering sound

levels of 19 dBA as per EN 14366 at a flow rate of 4 l/s, water tightness as per EN 1451-1 minimum of 0.5 bar for

minutes, density of pipe = 1.15gms/cm3, elongation = 0.09mm/mn/K and E modulus 2300-3000 as per ISO

Rupees Eight Hundred

along with factory fitted EPDM lip ring, Fire Behavior Classification according to EN 13501-1:2009 & classified D-s2-

200 1380.00 Rmt. 886.78 EightySix Paise SeventyEight

d2 (EN 13501-1), meets the requirements of EN 4102-2 with Fire Classification B2, Smoke Development Category

Q1 & Drip Formation category TR1. Inclusive of all necessary specials like bends, tees,clean out plug, offsets,

junctions, door piece, cop, cleanouts etc., laid under the slabs/ Walls with suitable clamps, Pedestals and

specials curing etc., complete . Fabricated GI bracket of suitable size to be provided for pipes,Galvanised rubber

sleeved clamps/ u bolts, brackets, passivated fasteners & legend boards shall be included in the price (suspended

plumbing , plumbing Shaft & basement) All types of Fittings, Bends and pipes rate should be inclusive in item rate.

Providing and fixing soundproof Multilayer Polyproplene piping system as per EN 1451-Part 1-6 with 3 layer pipe

made of PP + PP-MD + PP and one layer fittings in PP MD, push-fit type,Halogen and Calcium free, having high

impact resistance as per DIN EN ISO 291:2008-08 , Ring stiffness SN6 6KN/m2 as per ISO 9969, offering sound

levels of 19 dBA as per EN 14366 at a flow rate of 4 l/s, water tightness as per EN 1451-1 minimum of 0.5 bar for

minutes, density of pipe = 1.15gms/cm3, elongation = 0.09mm/mn/K and E modulus 2300-3000 as per ISO

along with factory fitted EPDM lip ring, Fire Behavior Classification according to EN 13501-1:2009 & classified D-s2- Rupees One Thousand One

201 1390.00 d2 (EN 13501-1), meets the requirements of EN 4102-2 with Fire Classification B2, Smoke Development Category Rmt. 1141.30 Hundred FourtyOne Paise

Q1 & Drip Formation category TR1. Inclusive of all necessary specials like bends, tees,clean out plug, offsets, Thirty Only

junctions, door piece, cop, cleanouts etc., laid under the slabs/ Walls with suitable clamps, Pedestals and

specials curing etc., complete . Fabricated GI bracket of suitable size to be provided for pipes,Galvanised rubber

sleeved clamps/ u bolts, brackets, passivated fasteners & legend boards shall be included in the price (suspended

plumbing , plumbing Shaft & basement) All types of Fittings, Bends and pipes rate should be inclusive in item rate.

Qty. may be Total

No. ITEM DESCRIPTION Unit

more or less. In Figure In Words Estimated Amount

Providing, laying and jointing in true line and level 160 diametre U.P.V.C (Type B) conforming to IS 13592-1992 with

one end plain and other end socketed with rubber ring, & fittings conforming to ISI 14735-1999 of approved make

Rupees Eight Hundred

for drainage system pipe line, pipe shall be jointed with each other with rubber lubricant, pipe shall be fixed on wall

202 540.00 Rmt. 834.38 ThirtyFour Paise ThirtyEight

using ofHeavy duty M.S. spacer clamps at every 2000 mm center to center or shall be concealed in walls as

directed including necessary fittings such as bends, shoes etc. including testing of pipes and joints and jointed with

adhesive solvent cement including cost of all materials.

Providing, laying and jointing in true line and level 110 diametre U.P.V.C (Type B) conforming to IS13592-1992 with

one end plain and other end socketed with rubber ring, & fittings conforming to ISI 14735-1999 of approved make

for drainage system pipe line, pipe shall be jointed with each other with rubber lubricant, pipe shall be fixed on wall Rupees Eight Hundred

using of Heavy duty M.S. spacer clamps at every 2000 mm center to center or shall be concealed in walls as FiftySix Paise Three Only

directed including necessary fittings such as bends, shoes etc. including testing of pipes and joints and jointed with

adhesive solvent cement including cost of all materials.

Providing, fixing, testing and commissioning ISI Marked UPVC SWR grade soil, waste and vent pipes Type 'B'

kg/sqcm conforming to IS: 13592 including all SWR moulded fittings conforming to IS: 14735 i.e. bends, junctions,

cowls, offsets, Y (plain/door), tees (plain/door), clean out plug, etc., with hi-tech clamps and anchor fasteners at

1m interval and jointing with cement solvent including cutting holes in walls and floors, wherever required and

Rupees Four Hundred

204 1250.00 making them good, complete as directed by the Project Manager. The scope shall also include fixing waste pipes to Rmt. 454.50

FiftyFour Paise Fifty Only

the floor with concrete 1:2:4 bedding for full length and wall/ceiling with necessary clamps, supports, connections,

protecting fittings and pipes till the final handing over etc, As per drawings and design supplied by architect and

instruction given by authority and E.I.C for all leads, depth and heights. (For Vent & ASP only)

Providing, fixing, testing and commissioning ISI Marked UPVC SWR grade soil, waste and vent pipes Type 'B'

kg/sqcm conforming to IS: 13592 including all SWR moulded fittings conforming to IS: 14735 i.e. bends, junctions,

cowls, offsets, Y (plain/door), tees (plain/door), clean out plug, etc., with hi-tech clamps and anchor fasteners at

1m interval and jointing with cement solvent including cutting holes in walls and floors, wherever required and

Rupees Five Hundred Twenty

205 1250.00 making them good, complete as directed by the Project Manager. The scope shall also include fixing waste pipes to Rmt. 520.15

Paise Fifteen Only

the floor with concrete 1:2:4 bedding for full length and wall/ceiling with necessary clamps, supports, connections,

protecting fittings and pipes till the final handing over etc, As per drawings and design supplied by architect and

instruction given by authority and E.I.C for all leads, depth and heights. (For Vent & ASP only)

Qty. may be Total

No. ITEM DESCRIPTION Unit

more or less. In Figure In Words Estimated Amount

Providing, fixing, testing and commissioning ISI Marked UPVC SWR grade soil, waste and vent pipes Type 'B'

kg/sqcm conforming to IS: 13592 including all SWR moulded fittings conforming to IS: 14735 i.e. bends, junctions,

cowls, offsets, Y (plain/door), tees (plain/door), clean out plug, etc., with hi-tech clamps and anchor fasteners at

1m interval and jointing with cement solvent including cutting holes in walls and floors, wherever required and

Rupees Six Hundred FiftySix

206 960.00 making them good, complete as directed by the Project Manager. The scope shall also include fixing waste pipes to Rmt. 656.50

Paise Fifty Only

the floor with concrete 1:2:4 bedding for full length and wall/ceiling with necessary clamps, supports, connections,

protecting fittings and pipes till the final handing over etc, As per drawings and design supplied by architect and

instruction given by authority and E.I.C for all leads, depth and heights. (For Rain water)

Providing and fixing PVC SWR Nahni trap IS 14735 for drain - 100 mm diameter with jali of the following nominal Rupees Five Hundred

207 291.00 diameter of self cleansing design with C.I scread down or hinged grating including the cost of cutting and making Each 585.37 EightyFive Paise ThirtySeven

good the walls. Only

Providing, Installing, testing and commisssioning UPVC Multi trap of self cleansing design with or without vent arm

with provision for connecting upvc inlet fitttings complete including cost of cutting and making good the walls and

floors where ever required complete in all respects with necessary arrangements with proper care at all levels, Rupees Four Hundred

protecting fittings and floor trap till the final handing over etc As per drawings and design supplied by architect and FourtyFour Paise Fourty Only

instruction given by authority and E.I.C

For 110 mm inlet and 110 mm oulet

Providing and fixing rain water "KHURRAS" size as per drawing required depth with lead flashing around rainwater

Rupees Six Hundred SixtyFive

209 8.00 pipe with one piece lead sheet of 3 mm thick set on a layer of cold bitumen. Including heavy duty CI grating Each 665.59

Paise FiftyNine Only

complete as required As per drawings and design supplied by architect and instruction given by authority and E.I.C

SANITARY AND CP FIXTURES Rupees Nine Hundred

210 2.00 Providing and fixing water closet squatting Pan (Indian type W.C. Pan) size 580mm (Earthwork, bed concrete, foot Each 973.43 SeventyThree Paise

reste and trap to be measured and paid for separately) (A) Vitreous China.(I) Long pattern = White colour FourtyThree Only

Providing and fixing wsh down water closet (European type, W.C. Pan) with integral P or S trap including jointing the Rupees One Thousand Three

211 277.00 trap with soil pipe in Cement Mortar 1:1 (1-Cement : 1-fine sand) (Seal and cover to be measured and paid for Each 1336.30 Hundred ThirtySix Paise Thirty

separately)(A) vitreous China Pattern :(i) in white colour Only

Rupees Two Hundred

Providing and fixing chromium plated brass half trun flushcock of approved quality including fixing in pipe line

212 277.00 Each 254.78 FiftyFour Paise SeventyEight

etc.complete.(i) 25 mm dia.

Qty. may be Total

No. ITEM DESCRIPTION Unit

more or less. In Figure In Words Estimated Amount

P& F Health Fauset Heavy duty with 1 mtr long best quality pipe with hook with fitting as per approved quality and Rupees Five Hundred

brand EightyTwo Paise Three Only

Rupees Three Hundred

Providing and fixing 100mm size P or S trap for water closet squatting pan including jointing the

214 279.00 Each 337.52 ThirtySeven Paise FiftyTwo

trap with the pan and soil pipe in cement Mortar 1:1 (1-Cement : 1-Fine sand)(A) Vitreous China.

supply,Installing, testing and commisssioning 15mm C.P 2-Way brass bib tap with C.P brass threaded flange Rupees One Thousand Five

215 277.00 complete, including cutting and making good the walls wherever required As per drawings and design supplied by Each 1579.64 Hundred SeventyNine Paise

architect and instruction given by authority and E.I.C SixtyFour Only

Providing and fixing of first quality white vitreous china Wash basin as per product detail, including specially

fabricated C.I. brackets with studs painted with two or three coats of enamel paint of approved shade over a coat of

Rupees Three Thousand Six

primer complete including filling gap between counter and wash basin with approved sanitary grade material,

216 279.00 Each 3639.03 Hundred ThirtyNine Paise

cutting and making good the walls where required to the complete satisfaction , As per drawings and design

supplied by architect and instruction given by authority and E.I.C including Oval Wash Basin; Rag Bolts for Wash

Basins, Bottle Trap , Waste Coupling, Prismatic Pillar Cock .

Rupees Two Thousand Six

Providing and fixing Urinal or approved quality including conecting the Urinal with waste pipe , Bottle Trap,

217 12.00 Each 2682.56 Hundred EightyTwo Paise

pressmatic type tap etc. complete.(A) White earthenware flat back or corner type size 430mm x 260mm x 350mm.

Providing and fixing stone slab table rubbed, edges rounded and polished of size 75x50cm deep and 1.8cm thick

fixed in Urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the Rupees Three Thousand

218 20.00 chase with epoxy grout or with cement concrete 1:2:4 (1cement: 2coarse sand: 4graded stone aggregate 6mm sqm 3374.59 Three Hundred SeventyFour

nominal size) as per direction of Engineer-in-charge and finished smooth. Paise FiftyNine Only

Granite Stone of approved shade.

Rupees Four Hundred

219 277.00 Providing and fixing toilet paper holder.(A) C.P.Brass Each 427.99 TwentySeven Paise

NinetyNine Only

Rupees Two Hundred

220 291.00 Providing and fixing chromium plated, bottle trap with necessary couplings of approved quality. Each 295.80

NinetyFive Paise Eighty Only

Rupees SixtySeven Paise

221 279.00 Providing and fixing C.P. brass waste for washbasin or sink. (A) 32mmdia. Each 67.91

Qty. may be Total

No. ITEM DESCRIPTION Unit

more or less. In Figure In Words Estimated Amount

Providing and fixing M.I. fisher union for washbasin Rupees SeventyEight Paise

or sink. (A) 32mm dia. SeventyFive Only

Rupees Two Thousand Three

Providing and fixing Kitchen sink with C.I. or M.S. brackets, painted white including cutting holes in walls and

223 276.00 Each 2326.66 Hundred TwentySix Paise

making good the same but excluding fittings. (C) Vitreous China Sink.(i) 600mm x 450mmx 150mm size

Providing and fixing pillar tap, capstan head, screw down high pressure with screws, shanks and back nuts. (i) Rupees Three Hundred Eight

15mm dia. Paise SeventyThree Only

Rupees One Hundred

Providing and fixing screw down bib taps of following size.(B) Brass chromium plated screws down Bib Tap. (i)

225 31.00 Each 186.83 EightySix Paise EightyThree

Providing and fixing C.P. brass long body bib cock of approved quality Rupees Six Hundred SixtyFive

conforming to IS standards and weighing not less than 690 gms. ( for sink) Paise FourtyOne Only

Supply,Installing, testing and commisssioning 15mm C.P. brass angle valve with C.P copper connecting pipe 450 Rupees Seven Hundred

227 556.00 mm long and nuts, washer with C.P. brass flange complete, including cutting and making good the walls, wherever Each 735.28 ThirtyFive Paise TwentyEight

required As per drawings and design supplied by architect and instruction given by authority and E.I.C Only

Providing and Fixing Differently abled Toilet set including EWC, Cistern, Seat Cover, Fittings, Washbasin,, Hinged

Rupees TwentyNine

Rail, Grab Bar and Faucet with Spatula Lever including Cast Iron chair backed and necessary bolts and nuts

Thousand One Hundred

228 4.00 complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever Each 29155.67

FiftyFive Paise SixtySeven

required as per technical specifications, As per drawings and design supplied by architect and instruction given by

authority and E.I.C including Toilet Set+ Cistern Set+ Wash Basin and Grab Bar as directed by EIC.

Providing and fixing 600mm x 450mm bevelled edge mirrror of superior glass mounted on 6mm thick A.C. sheet or Rupees Eight Hundred

plywood sheet and fixing to wooden pluge with C.P. brass screws and washers. FiftyFour Paise FiftyEight Only

Providing and Fixing Soap Dish in Polished chrome of approved make and conforming to Manufacturers Standards

Rupees Six Hundred Sixteen

230 550.00 as per technical specifications, As per drawings and design supplied by architect and instruction given by authority Each 616.10

Providing and fixing Liquid Soap Dispenser in Glass Bottle with all necessary accessories and fittings confirming to

Rupees One Thousand Two

manufacturers specifications and including drilling holes in the walls, inserting rawal plugs, fixing the dispenser to

231 279.00 Each 1231.19 Hundred ThirtyOne Paise

the wall with GI Screws, complete and making good to As per drawings and design supplied by architect and

instruction given by authority and E.I.C

Qty. may be Total

No. ITEM DESCRIPTION Unit

more or less. In Figure In Words Estimated Amount

External Drainage Rupees One Thousand Two

232 50.00 Providing and fixing S.W. gully trap with C.I. grating brick masonry chamber and water tight C.I. cover with frame of Each 1246.92 Hundred FourtySix Paise

300mm x 300mm size (inside) with standard weight.(i) Square mouth traps.(B) 150mm x 100mm size P or R type NinetyTwo Only

Constructing brick masonry chamber for underground C.I. Inspection chamber and bends with bricks having

crushing strength not less than 35Kg/ Cm2 in C.M. 1:5 SFRC CoverWith Frame Heavy Duty (R.C.C. top slabe with

Rupees Seven Thousand One

1:2:4 mix (1-cement :2- coarse sand :4-graded stone aggregate 20mm size) foundation concrete 1:5:10 inside

233 50.00 Each 7180.44 Hundred Eighty Paise

plaster 15mm thick with cement mortar 1:3 finished smooth with a floating coat of neat cement on walls and bed

FourtyFour Only

concrete etc. complete.(iii) Inside dimensions 600mm x 850 mm and 450mm deep for pipe lines with three or more

Extra over items 24.44 for every additional depth of 0.1M. of part thereof beyond 450mm depth for Brick masonry Rupees Three Hundred

234 50.00 chamber.(iii) for 600mm x 850mm Each 325.59 TwentyFive Paise FiftyNine

Construction brick masonry manhole in cement mortar 1:4 (1 cement : 4 coarse sand) RCC top slab with 1:2:4 mix

(1 cement : 2 coarse sand 4 graded stone aggregate 20mm nominal size) foundation concrete 1:4:8 mix (1 cement :

4 coarse sand : 8 graded stone aggregate 40 mm nominal size) inside plastering 12 mm thick with cement mortar

1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete

1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat Rupees Nineteen Thousand

235 30.00 cement complete as per standard design. Inside size 90 cm X 120 cm and 90 cm deepwith S.F.R.C. cover and frame Each 19349.63 Three Hundred FourtyNine

(heavy duty, HD-20 grade designation) 560 mm internal diameter conforming to IS : 12592, total weight of cover and Paise SixtyThree Only

frame to be not less than 182 Kg., fixed in cement concrete 1:2:4 (1cement : 2 coarse sand : 4 gradded stone

aggregate of 20 mm nominal size) including centering shuttering all complete.With 230mm thick walls of brick

masonaary using brick having crushing strength not less than 35 kg/sqcm in cement mortar 1:5 (1: Cement:

Construction circular brick masonry manhole in cement mortar 1:4 (1 cement : 4 coarse sand) RCC top slab with

1:2:4 mix (1 cement : 2 coarse sand 4 graded stone aggregate 20mm nominal size) foundation concrete 1:4:8 mix (1

cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) inside plastering 12 mm thick with cement

mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement

Rupees TwentyThree

concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating

Thousand Four Hundred

236 15.00 coat of neat cement complete as per standard design. Inside size 90 cm to 120 cm dia and 1 50 cm deep with Each 23470.48

Seventy Paise FourtyEight

S.F.R.C. cover and frame (heavy duty, HD-20 grade designation) 560 mm internal diameter conforming to IS :

12592, total weight of cover and frame to be not less than 182 Kg., fixed in cement concrete 1:2:4 (1cement :

coarse sand : 4 gradded stone aggregate of 20 mm nominal size) including centering shuttering all complete.With

230mm thick walls of brick masonaary using brick having crushing strength not less than 35 kg/sqcm in cement

mortar 1:5 (1: Cement: 5 coarse sand ).

Qty. may be Total

No. ITEM DESCRIPTION Unit

more or less. In Figure In Words Estimated Amount

Rupees Three Hundred

(II) Extra rate for constructing B.B. masonry for every additional depth of 0.1M. GR Part thereof over item No.24.27

237 90.00 Each 397.19 NinetySeven Paise Nineteen

(I) for depth from 1.50M. To 2.25M.

Providing and Laying Underground drainage System SN8 complete with all fittings excavation of trench 0.7m wide

and depth varying from 0.75m to 2.4m , and refilling the same after laying of drain and concrete encasement in M10 Rupees One Thousand Nine

238 250.00 grade concrete with minimum thickness of encasement 100m thk & As per drawings and design supplied by Rmt. 1969.50 Hundred SixtyNine Paise Fifty

architect and instruction given by authority and E.I.C. Only

Providing and Laying Underground drainage System SN8 complete with all fittings excavation of trench 0.7m wide

and depth varying from 0.75m to 2.4m , and refilling the same after laying of drain and concrete encasement in M10 Rupees Two Thousand Three

239 350.00 grade concrete with minimum thickness of encasement 100m thk & As per drawings and design supplied by Rmt. 2388.65 Hundred EightyEight Paise

architect and instruction given by authority and E.I.C. SixtyFive Only

Providing laying (to level or slopes) and jointing reinforced concrete Light duty non-pressure pipes I.S. class NP3 of

Rupees Six Hundred

240 200.00 the following internal diameter with spigot and socket type ends joints including testing of joints complete.(C) Rmt. 678.01

SeventyEight Paise One Only

Providing laying (to level or slopes) and jointing reinforced concrete Light duty non-pressure pipes I.S. class NP3 of Rupees One Thousand Four

241 120.00 the following internal diameter with spigot and socket type ends joints including testing of joints complete.(D) 450 Rmt. 1464.50 Hundred SixtyFour Paise Fifty

Supply & installation of rain water harvesting pit approximately 4m x 4m deep complete with:

a) filling as shown in drawing

Rupees Seventy Thousand

b) 2# 150mmØ slotted pipes

242 3.00 Each 70619.20 Six Hundred Nineteen Paise

c) Manhole, PVC rungs

d) excavation, side walls and top slab by others.

Generally as shown on drawings

Supply & installation of rain water percolation well approximately complete with:

Rupees Eighty Thousand

a) Bore hole of 150 mm dia upto min 30 meters depth

243 3.00 Each 80951.50 Nine Hundred FiftyOne Paise

b) Perforated encasing pipe of GI

c) Connection to Pit

Providing and fixing C.P. brass towel rail comlete with C.P. brass brackets fixed to wooden plugs with C.P. brass Rupees Six Hundred Sixteen

scews.(B) 600mm x 20mm size. Paise FourtyTwo Only

Supply,Installing, testing and commisssioning C.P single lever concealed diverter for bath and shower complete

Rupees Four Thousand Nine

with making good the walls & floor wherever required As per drawings and design supplied by architect and

245 271.00 Each 4999.50 Hundred NinetyNine Paise

instruction given by authority and E.I.C Single Lever Concealed Divertor ,Shower Head incl. shower arm,Bath spout

235 mm with wall flang

Qty. may be Total

No. ITEM DESCRIPTION Unit

more or less. In Figure In Words Estimated Amount

Providing erecting and fixing double coated (3 layer)ISI water tank of required capacity each with all necessary Rupees Eleven Paise

fittings and connection etc. complete on terrace SeventyFour Only

Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to Rupees Four Hundred

247 277.00 IS:8931 : Each 478.31 SeventyEight Paise ThirtyOne

15mm nominal bore Only

Supply, erection and testing of ISI marked GI. pipes (Class C - heavy duty) and specials etc. (as per IS:1239) for

above ground laying for hydrants and sprinkler system including transportation of materials upto the worksite,

cutting the pipes to required length, edge preperation, welding, fixing / erection of pipes including specials i.e.

bends, tees, reducers, flanges, expansion joints wherever required, washers, nuts, bolts etc. in proper position

including all supports. jointing by welding, aligning the pipe line, painting with two primer coat by zinc chromate

primer and two coats of synthetic enamel fire red colour, providing tapping for pressure gauges and for other

instruments etc. Hydrostatic testing of system as specified, flushing & cleaning by water etc. complete as per

drawings & direction of the Engineer-in-charge. The pipes and accessories will be provided with all type of supports

(Maximum Support spacing = up to 25 mm dia @ 2 m, 32 mm to 100 mm dia @ 2.5 m, 150 mm & above dia @ 3 m) Rupees Six Hundred

248 2400.00 by minimum 3 mm thick G.I. clevis / sprinkler hangers / clamps / Tie rod supports with G.I. nuts, bolts, anchor / Rmt 676.38 SeventySix Paise ThirtyEight

dash fastner and washer for hydrant / sprinkler piping, for 100 & 150 mm dia pipe the support will be through Only

50x50x6 mm painted / pre galvanized MS angle iron along with G.I. U clamp, nuts, washers, anchor fasteners etc as

the case may be. The quoted rates shall also include for making holes in masonry / RCC slab, wall, chases in wall,

providing sleeves in RCC wall & slabs whereever required & making good the same by sealing the opening to

original conditions. The cost of sleeve will be as per seperate item. upto 50mm dia. pipe threaded fittings and

threaded joints shall be provided and for 65mm dia & above pipes welded joints shall be used. The G.I. / MS fittings

shalll be suitable for test pressure of 25 Kg/sq cm. The quoted rates shall also include for making holes in masonry /

RCC slab, wall, chases in wall, providing sleeves in RCC wall & slabs whereever required & making good the same

by sealing the opening to original conditions.25mm dia.

Qty. may be Total

No. ITEM DESCRIPTION Unit

more or less. In Figure In Words Estimated Amount

Supply, erection and testing of ISI marked GI. pipes (Class C - heavy duty) and specials etc. (as per IS:1239) for

above ground laying for hydrants and sprinkler system including transportation of materials upto the worksite,

cutting the pipes to required length, edge preperation, welding, fixing / erection of pipes including specials i.e.

bends, tees, reducers, flanges, expansion joints wherever required, washers, nuts, bolts etc. in proper position

including all supports. jointing by welding, aligning the pipe line, painting with two primer coat by zinc chromate

primer and two coats of synthetic enamel fire red colour, providing tapping for pressure gauges and for other

instruments etc. Hydrostatic testing of system as specified, flushing & cleaning by water etc. complete as per

drawings & direction of the Engineer-in-charge. The pipes and accessories will be provided with all type of supports

(Maximum Support spacing = up to 25 mm dia @ 2 m, 32 mm to 100 mm dia @ 2.5 m, 150 mm & above dia @ 3 m)

Rupees Seven Hundred Eight

249 660.00 by minimum 3 mm thick G.I. clevis / sprinkler hangers / clamps / Tie rod supports with G.I. nuts, bolts, anchor / Rmt 708.76

Paise SeventySix Only

dash fastner and washer for hydrant / sprinkler piping, for 100 & 150 mm dia pipe the support will be through

50x50x6 mm painted / pre galvanized MS angle iron along with G.I. U clamp, nuts, washers, anchor fasteners etc as

the case may be. The quoted rates shall also include for making holes in masonry / RCC slab, wall, chases in wall,

providing sleeves in RCC wall & slabs whereever required & making good the same by sealing the opening to

original conditions. The cost of sleeve will be as per seperate item. upto 50mm dia. pipe threaded fittings and

threaded joints shall be provided and for 65mm dia & above pipes welded joints shall be used. The G.I. / MS fittings

shalll be suitable for test pressure of 25 Kg/sq cm. The quoted rates shall also include for making holes in masonry /

RCC slab, wall, chases in wall, providing sleeves in RCC wall & slabs whereever required & making good the same

by sealing the opening to original conditions.32mm dia.

Qty. may be Total

No. ITEM DESCRIPTION Unit

more or less. In Figure In Words Estimated Amount

Supply, erection and testing of ISI marked GI. pipes (Class C - heavy duty) and specials etc. (as per IS:1239) for

above ground laying for hydrants and sprinkler system including transportation of materials upto the worksite,

cutting the pipes to required length, edge preperation, welding, fixing / erection of pipes including specials i.e.

bends, tees, reducers, flanges, expansion joints wherever required, washers, nuts, bolts etc. in proper position

including all supports. jointing by welding, aligning the pipe line, painting with two primer coat by zinc chromate

primer and two coats of synthetic enamel fire red colour, providing tapping for pressure gauges and for other

instruments etc. Hydrostatic testing of system as specified, flushing & cleaning by water etc. complete as per

drawings & direction of the Engineer-in-charge. The pipes and accessories will be provided with all type of supports

(Maximum Support spacing = up to 25 mm dia @ 2 m, 32 mm to 100 mm dia @ 2.5 m, 150 mm & above dia @ 3 m) Rupees Eight Hundred

250 1200.00 by minimum 3 mm thick G.I. clevis / sprinkler hangers / clamps / Tie rod supports with G.I. nuts, bolts, anchor / Rmt 861.17 SixtyOne Paise Seventeen

dash fastner and washer for hydrant / sprinkler piping, for 100 & 150 mm dia pipe the support will be through Only

50x50x6 mm painted / pre galvanized MS angle iron along with G.I. U clamp, nuts, washers, anchor fasteners etc as

the case may be. The quoted rates shall also include for making holes in masonry / RCC slab, wall, chases in wall,

providing sleeves in RCC wall & slabs whereever required & making good the same by sealing the opening to

original conditions. The cost of sleeve will be as per seperate item. upto 50mm dia. pipe threaded fittings and

threaded joints shall be provided and for 65mm dia & above pipes welded joints shall be used. The G.I. / MS fittings

shalll be suitable for test pressure of 25 Kg/sq cm. The quoted rates shall also include for making holes in masonry /

RCC slab, wall, chases in wall, providing sleeves in RCC wall & slabs whereever required & making good the same

by sealing the opening to original conditions.40mm dia

Qty. may be Total

No. ITEM DESCRIPTION Unit

more or less. In Figure In Words Estimated Amount

Supply, erection and testing of ISI marked GI. pipes (Class C - heavy duty) and specials etc. (as per IS:1239) for

above ground laying for hydrants and sprinkler system including transportation of materials upto the worksite,

cutting the pipes to required length, edge preperation, welding, fixing / erection of pipes including specials i.e.

bends, tees, reducers, flanges, expansion joints wherever required, washers, nuts, bolts etc. in proper position

including all supports. jointing by welding, aligning the pipe line, painting with two primer coat by zinc chromate

primer and two coats of synthetic enamel fire red colour, providing tapping for pressure gauges and for other

instruments etc. Hydrostatic testing of system as specified, flushing & cleaning by water etc. complete as per

drawings & direction of the Engineer-in-charge. The pipes and accessories will be provided with all type of supports

(Maximum Support spacing = up to 25 mm dia @ 2 m, 32 mm to 100 mm dia @ 2.5 m, 150 mm & above dia @ 3 m) Rupees One Thousand

251 2100.00 by minimum 3 mm thick G.I. clevis / sprinkler hangers / clamps / Tie rod supports with G.I. nuts, bolts, anchor / Rmt 1066.88 SixtySix Paise EightyEight

dash fastner and washer for hydrant / sprinkler piping, for 100 & 150 mm dia pipe the support will be through Only

50x50x6 mm painted / pre galvanized MS angle iron along with G.I. U clamp, nuts, washers, anchor fasteners etc as

the case may be. The quoted rates shall also include for making holes in masonry / RCC slab, wall, chases in wall,

providing sleeves in RCC wall & slabs whereever required & making good the same by sealing the opening to

original conditions. The cost of sleeve will be as per seperate item. upto 50mm dia. pipe threaded fittings and

threaded joints shall be provided and for 65mm dia & above pipes welded joints shall be used. The G.I. / MS fittings

shalll be suitable for test pressure of 25 Kg/sq cm. The quoted rates shall also include for making holes in masonry /

RCC slab, wall, chases in wall, providing sleeves in RCC wall & slabs whereever required & making good the same

by sealing the opening to original conditions.50mm dia

Qty. may be Total

No. ITEM DESCRIPTION Unit

more or less. In Figure In Words Estimated Amount

Supply, erection and testing of ISI marked GI. pipes (Class C - heavy duty) and specials etc. (as per IS:1239) for

above ground laying for hydrants and sprinkler system including transportation of materials upto the worksite,

cutting the pipes to required length, edge preperation, welding, fixing / erection of pipes including specials i.e.

bends, tees, reducers, flanges, expansion joints wherever required, washers, nuts, bolts etc. in proper position

including all supports. jointing by welding, aligning the pipe line, painting with two primer coat by zinc chromate

primer and two coats of synthetic enamel fire red colour, providing tapping for pressure gauges and for other

instruments etc. Hydrostatic testing of system as specified, flushing & cleaning by water etc. complete as per

drawings & direction of the Engineer-in-charge. The pipes and accessories will be provided with all type of supports

(Maximum Support spacing = up to 25 mm dia @ 2 m, 32 mm to 100 mm dia @ 2.5 m, 150 mm & above dia @ 3 m) Rupees One Thousand Three

252 800.00 by minimum 3 mm thick G.I. clevis / sprinkler hangers / clamps / Tie rod supports with G.I. nuts, bolts, anchor / Rmt 1344.22 Hundred FourtyFour Paise

dash fastner and washer for hydrant / sprinkler piping, for 100 & 150 mm dia pipe the support will be through TwentyTwo Only

50x50x6 mm painted / pre galvanized MS angle iron along with G.I. U clamp, nuts, washers, anchor fasteners etc as

the case may be. The quoted rates shall also include for making holes in masonry / RCC slab, wall, chases in wall,

providing sleeves in RCC wall & slabs whereever required & making good the same by sealing the opening to

original conditions. The cost of sleeve will be as per seperate item. upto 50mm dia. pipe threaded fittings and

threaded joints shall be provided and for 65mm dia & above pipes welded joints shall be used. The G.I. / MS fittings

shalll be suitable for test pressure of 25 Kg/sq cm. The quoted rates shall also include for making holes in masonry /

RCC slab, wall, chases in wall, providing sleeves in RCC wall & slabs whereever required & making good the same

by sealing the opening to original conditions.65mm dia

Qty. may be Total

No. ITEM DESCRIPTION Unit

more or less. In Figure In Words Estimated Amount

Supply, erection and testing of ISI marked GI. pipes (Class C - heavy duty) and specials etc. (as per IS:1239) for

above ground laying for hydrants and sprinkler system including transportation of materials upto the worksite,

cutting the pipes to required length, edge preperation, welding, fixing / erection of pipes including specials i.e.

bends, tees, reducers, flanges, expansion joints wherever required, washers, nuts, bolts etc. in proper position

including all supports. jointing by welding, aligning the pipe line, painting with two primer coat by zinc chromate

primer and two coats of synthetic enamel fire red colour, providing tapping for pressure gauges and for other

instruments etc. Hydrostatic testing of system as specified, flushing & cleaning by water etc. complete as per

drawings & direction of the Engineer-in-charge. The pipes and accessories will be provided with all type of supports

(Maximum Support spacing = up to 25 mm dia @ 2 m, 32 mm to 100 mm dia @ 2.5 m, 150 mm & above dia @ 3 m) Rupees One Thousand Five

253 480.00 by minimum 3 mm thick G.I. clevis / sprinkler hangers / clamps / Tie rod supports with G.I. nuts, bolts, anchor / Rmt 1569.93 Hundred SixtyNine Paise

dash fastner and washer for hydrant / sprinkler piping, for 100 & 150 mm dia pipe the support will be through NinetyThree Only

50x50x6 mm painted / pre galvanized MS angle iron along with G.I. U clamp, nuts, washers, anchor fasteners etc as

the case may be. The quoted rates shall also include for making holes in masonry / RCC slab, wall, chases in wall,

providing sleeves in RCC wall & slabs whereever required & making good the same by sealing the opening to

original conditions. The cost of sleeve will be as per seperate item. upto 50mm dia. pipe threaded fittings and

threaded joints shall be provided and for 65mm dia & above pipes welded joints shall be used. The G.I. / MS fittings

shalll be suitable for test pressure of 25 Kg/sq cm. The quoted rates shall also include for making holes in masonry /

RCC slab, wall, chases in wall, providing sleeves in RCC wall & slabs whereever required & making good the same

by sealing the opening to original conditions.80mm dia

Qty. may be Total

No. ITEM DESCRIPTION Unit

more or less. In Figure In Words Estimated Amount

Supply, erection and testing of ISI marked GI. pipes (Class C - heavy duty) and specials etc. (as per IS:1239) for

above ground laying for hydrants and sprinkler system including transportation of materials upto the worksite,

cutting the pipes to required length, edge preperation, welding, fixing / erection of pipes including specials i.e.

bends, tees, reducers, flanges, expansion joints wherever required, washers, nuts, bolts etc. in proper position

including all supports. jointing by welding, aligning the pipe line, painting with two primer coat by zinc chromate

primer and two coats of synthetic enamel fire red colour, providing tapping for pressure gauges and for other

instruments etc. Hydrostatic testing of system as specified, flushing & cleaning by water etc. complete as per

drawings & direction of the Engineer-in-charge. The pipes and accessories will be provided with all type of supports

(Maximum Support spacing = up to 25 mm dia @ 2 m, 32 mm to 100 mm dia @ 2.5 m, 150 mm & above dia @ 3 m) Rupees Two Thousand One

254 650.00 by minimum 3 mm thick G.I. clevis / sprinkler hangers / clamps / Tie rod supports with G.I. nuts, bolts, anchor / Rmt 2127.94 Hundred TwentySeven Paise

dash fastner and washer for hydrant / sprinkler piping, for 100 & 150 mm dia pipe the support will be through NinetyFour Only

50x50x6 mm painted / pre galvanized MS angle iron along with G.I. U clamp, nuts, washers, anchor fasteners etc as

the case may be. The quoted rates shall also include for making holes in masonry / RCC slab, wall, chases in wall,

providing sleeves in RCC wall & slabs whereever required & making good the same by sealing the opening to

original conditions. The cost of sleeve will be as per seperate item. upto 50mm dia. pipe threaded fittings and

threaded joints shall be provided and for 65mm dia & above pipes welded joints shall be used. The G.I. / MS fittings

shalll be suitable for test pressure of 25 Kg/sq cm. The quoted rates shall also include for making holes in masonry /

RCC slab, wall, chases in wall, providing sleeves in RCC wall & slabs whereever required & making good the same

by sealing the opening to original conditions.100mm dia

Qty. may be Total

No. ITEM DESCRIPTION Unit

more or less. In Figure In Words Estimated Amount

Supply, erection and testing of ISI marked GI. pipes (Class C - heavy duty) and specials etc. (as per IS:1239) for

above ground laying for hydrants and sprinkler system including transportation of materials upto the worksite,

cutting the pipes to required length, edge preperation, welding, fixing / erection of pipes including specials i.e.

bends, tees, reducers, flanges, expansion joints wherever required, washers, nuts, bolts etc. in proper position

including all supports. jointing by welding, aligning the pipe line, painting with two primer coat by zinc chromate

primer and two coats of synthetic enamel fire red colour, providing tapping for pressure gauges and for other

instruments etc. Hydrostatic testing of system as specified, flushing & cleaning by water etc. complete as per

drawings & direction of the Engineer-in-charge. The pipes and accessories will be provided with all type of supports

(Maximum Support spacing = up to 25 mm dia @ 2 m, 32 mm to 100 mm dia @ 2.5 m, 150 mm & above dia @ 3 m) Rupees Two Thousand Nine

255 1250.00 by minimum 3 mm thick G.I. clevis / sprinkler hangers / clamps / Tie rod supports with G.I. nuts, bolts, anchor / Rmt 2976.61 Hundred SeventySix Paise

dash fastner and washer for hydrant / sprinkler piping, for 100 & 150 mm dia pipe the support will be through SixtyOne Only

50x50x6 mm painted / pre galvanized MS angle iron along with G.I. U clamp, nuts, washers, anchor fasteners etc as

the case may be. The quoted rates shall also include for making holes in masonry / RCC slab, wall, chases in wall,

providing sleeves in RCC wall & slabs whereever required & making good the same by sealing the opening to

original conditions. The cost of sleeve will be as per seperate item. upto 50mm dia. pipe threaded fittings and

threaded joints shall be provided and for 65mm dia & above pipes welded joints shall be used. The G.I. / MS fittings

shalll be suitable for test pressure of 25 Kg/sq cm. The quoted rates shall also include for making holes in masonry /

RCC slab, wall, chases in wall, providing sleeves in RCC wall & slabs whereever required & making good the same

by sealing the opening to original conditions.150mm dia

Qty. may be Total

No. ITEM DESCRIPTION Unit

more or less. In Figure In Words Estimated Amount

Supply, erection and testing of ISI marked GI. pipes (Class C - heavy duty) and specials etc. (as per IS:1239) for

above ground laying for hydrants and sprinkler system including transportation of materials upto the worksite,

cutting the pipes to required length, edge preperation, welding, fixing / erection of pipes including specials i.e.

bends, tees, reducers, flanges, expansion joints wherever required, washers, nuts, bolts etc. in proper position

including all supports. jointing by welding, aligning the pipe line, painting with two primer coat by zinc chromate

primer and two coats of synthetic enamel fire red colour, providing tapping for pressure gauges and for other

instruments etc. Hydrostatic testing of system as specified, flushing & cleaning by water etc. complete as per

drawings & direction of the Engineer-in-charge. The pipes and accessories will be provided with all type of supports

(Maximum Support spacing = up to 25 mm dia @ 2 m, 32 mm to 100 mm dia @ 2.5 m, 150 mm & above dia @ 3 m) Rupees Four Thousand Five

256 100.00 by minimum 3 mm thick G.I. clevis / sprinkler hangers / clamps / Tie rod supports with G.I. nuts, bolts, anchor / Rmt 4549.87 Hundred FourtyNine Paise

dash fastner and washer for hydrant / sprinkler piping, for 100 & 150 mm dia pipe the support will be through EightySeven Only

50x50x6 mm painted / pre galvanized MS angle iron along with G.I. U clamp, nuts, washers, anchor fasteners etc as

the case may be. The quoted rates shall also include for making holes in masonry / RCC slab, wall, chases in wall,

providing sleeves in RCC wall & slabs whereever required & making good the same by sealing the opening to

original conditions. The cost of sleeve will be as per seperate item. upto 50mm dia. pipe threaded fittings and

threaded joints shall be provided and for 65mm dia & above pipes welded joints shall be used. The G.I. / MS fittings

shalll be suitable for test pressure of 25 Kg/sq cm. The quoted rates shall also include for making holes in masonry /

RCC slab, wall, chases in wall, providing sleeves in RCC wall & slabs whereever required & making good the same

by sealing the opening to original conditions.200mm dia

Fire Hydrant System & Acce.Supply, laying & jointing of ISI marked G.I pipes (class C - heavy duty) (as per IS : 1239)

including all fittings i.e. reducer, elbows, tees, flanges, washers, nuts, boltsetc. below ground including

transportation of all materials to work site, earth work in excavation in all kinds of soil upto 1.50 meter depth, edge

preparation, jointing by welding, laying the pipes in trenches in proper alignment, back filling the trenches in layers

Rupees Three Thousand One

of 20 cms, consolidation of Each deposited layer, watering, ramming, disposal of surplus earth within a lead of

257 200.00 Rmt 3168.17 Hundred SixtyEight Paise

m and as directed, hydrostatic testing of the complete pipe work, providing 1:2:4 concrete thrust blocks of suitable

size at all bends, tees and junctions with form works, completing the work in all respect as per drawings & direction

of the Engineer-in-charge. The rates will include providing and laying 4 mm thick "Pypkote" tar based polymeric

corrosion protection tape over coat of zinc chromate primer as per manufacturers specs, as directed and as per

IS:10221. 150mm dia

Qty. may be Total

No. ITEM DESCRIPTION Unit

more or less. In Figure In Words Estimated Amount

Fire Hydrant System & Acce.Supply, laying & jointing of ISI marked G.I pipes (class C - heavy duty) (as per IS : 1239)

including all fittings i.e. reducer, elbows, tees, flanges, washers, nuts, boltsetc. below ground including

transportation of all materials to work site, earth work in excavation in all kinds of soil upto 1.50 meter depth, edge

preparation, jointing by welding, laying the pipes in trenches in proper alignment, back filling the trenches in layers

Rupees Four Thousand Six

of 20 cms, consolidation of Each deposited layer, watering, ramming, disposal of surplus earth within a lead of

258 60.00 Rmt 4631.49 Hundred ThirtyOne Paise

m and as directed, hydrostatic testing of the complete pipe work, providing 1:2:4 concrete thrust blocks of suitable

FourtyNine Only

size at all bends, tees and junctions with form works, completing the work in all respect as per drawings & direction

of the Engineer-in-charge. The rates will include providing and laying 4 mm thick "Pypkote" tar based polymeric

corrosion protection tape over coat of zinc chromate primer as per manufacturers specs, as directed and as per

IS:10221. 200mm dia

Fire Hydrant System

Supplying and fixing single headed internal hydrant valve with instantaneous Gunmetal/Stainless Steel coupling of Rupees Six Thousand Three

259 102.00 63 mm dia with cast iron wheel ISI marked conforming to IS 5290 (Type -A) with blank Gunmetal/Stainless Steel cap Each 6367.99 Hundred SixtySeven Paise

and chain as required : NinetyNine Only

Single headed Gunmetal

Supplying and fixing 63 mm dia, 15 m long RRL hose pipe with 63 mm dia male and female couplings duly bound Rupees Four Thousand Three

260 102.00 with GI wire, rivets etc. conforming to IS 636 (type-A) as required : Set 4332.50 Hundred ThirtyTwo Paise Fifty

Supplying and fixing first-aid Hose Reel with MS construction spray painted in post office red, conforming to IS

complete with the following as required. 20 mm nominal internal dia water hose thermoplastic (Textile reinforced)

Rupees Seven Thousand Two

type -2 as per IS: 12585 20 mm nominal internal dia gun metal globe valve & nozzle.

261 102.00 Set 7224.99 Hundred TwentyFour Paise

Drum and brackets for fixing the equipmets on wall. Connections from riser with 25 mm dia stop gun metal valve &

NinetyNine Only

M.S. Pipe and socket.

Supplying & fixing 63 mm dia gun metal short branch pipe with 20 mm nominal internal diameter size nozzle

Rupees Two Thousand

262 102.00 conforming to IS 903 suitable for instantaneous connection to interconnect hose pipe coupling as required : Set 2012.17

Twelve Paise Seventeen Only

Supplying and fixing orifice plate made out of 6 mm thick stainless steel (Grade 304) with orifice of required size to

Rupees One Thousand One

263 102.00 be fitted between flange & landing valve of external and internal hydrants to reduce pressure at the outlet to the Set 1100.20

Hundred Paise Twenty Only

level of 3.5 kg/cm2 complete as required.

Qty. may be Total

No. ITEM DESCRIPTION Unit

more or less. In Figure In Words Estimated Amount

Supplying and fixing Single headed external yard hydrant valve with 1 No. 63 mm dia instantaneous FM

Rupees Six Thousand Three

Gunmetal/Stainless Steel coupling and cast iron wheel, ISI marked, conforming to IS 5290 (type A) with blank

264 102.00 Set 6367.99 Hundred SixtySeven Paise

Gunmetal/Stainless Steel cap and chain as required :

NinetyNine Only

Providing, fixing, testing and commissioning of weather proof standard fire Hose Cabinet wall mounting type

Rupees Four Thousand Four

265 102.00 Guage. (750 x 600 x 250) having Double Opening with M.S. fabricated stand, necessary locking arrangement by Set 4444.00

Hundred FourtyFour Only

Rupees One Thousand Two

266 30.00 Fireman Axe-made of carbon steel with rubber insulated handle tested to 20,000 Volts as per IS:926 Set 1218.69 Hundred Eighteen Paise

Fire Sprinkler System

Rupees Four Hundred

Providing, fixing, testing & commissioning of 15mm dia quartzoid bulb type sprinklers of rating 68 degree centigrade

267 1360.00 Each 434.75 ThirtyFour Paise SeventyFive

with required accessories :

Pendent Sprinkler

Providing, fixing, testing & commissioning of 15mm dia quartzoid bulb type sprinklers of rating 68 degree centigrade Rupees Four Hundred

268 700.00 with required accessories : Each 434.75 ThirtyFour Paise SeventyFive

Upright Sprinkler Only

Providing, fixing, testing & commissioning of 15mm dia quartzoid bulb type sprinklers of rating 68 degree centigrade Rupees Five Hundred

269 10.00 with required accessories : Each 513.87 Thirteen Paise EightySeven

Horizontal side wall sprinkler Only

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 Rupees One Thousand Two

270 700.00 branch line (Inlet) 25mm NPT male thread to sprinkler head (Outlet) 15mm NPT female thread with reducer, nipple, Each 1249.37 Hundred FourtyNine Paise

2 side brackets, center bracket, stockbar of following sizes complete as required. ThirtySeven Only

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 Rupees One Thousand Three

271 300.00 branch line (Inlet) 25mm NPT male thread to sprinkler head (Outlet) 15mm NPT female thread with reducer, nipple, Each 1390.86 Hundred Ninety Paise

2 side brackets, center bracket, stockbar of following sizes complete as required. EightySix Only

Qty. may be Total

No. ITEM DESCRIPTION Unit

more or less. In Figure In Words Estimated Amount

Rupees Six Thousand Two

Providing & fixing flow switch in following sizes pipe including connection etc as required.

272 6.00 Each 6258.05 Hundred FiftyEight Paise Five

Rupees Seven Thousand Five

Providing & fixing flow switch in following sizes pipe including connection etc as required.

273 6.00 Each 7513.16 Hundred Thirteen Paise

Valve & fittings

Rupees Three Thousand One

Supplying, fixing, testing and commissioning of butterfly valve of PN 1.6 rating with bronze/gunmetal seat duly ISI

274 6.00 Set 3151.51 Hundred FiftyOne Paise

marked complete with nuts, bolts, washers, gaskets conforming to IS 13095 of following sizes as required :

Supplying, fixing, testing and commissioning of butterfly valve of PN 1.6 rating with bronze/gunmetal seat duly ISI Rupees Three Thousand Five

275 4.00 marked complete with nuts, bolts, washers, gaskets conforming to IS 13095 of following sizes as required : Set 3582.93 Hundred EightyTwo Paise

65mm NinetyThree Only

Supplying, fixing, testing and commissioning of butterfly valve of PN 1.6 rating with bronze/gunmetal seat duly ISI Rupees Four Thousand One

276 4.00 marked complete with nuts, bolts, washers, gaskets conforming to IS 13095 of following sizes as required : Set 4149.27 Hundred FourtyNine Paise

80mm TwentySeven Only

Supplying, fixing, testing and commissioning of butterfly valve of PN 1.6 rating with bronze/gunmetal seat duly ISI Rupees Five Thousand Five

277 24.00 marked complete with nuts, bolts, washers, gaskets conforming to IS 13095 of following sizes as required : Set 5552.63 Hundred FiftyTwo Paise

100mm SixtyThree Only

Supplying, fixing, testing and commissioning of butterfly valve of PN 1.6 rating with bronze/gunmetal seat duly ISI Rupees Seven Thousand Four

278 30.00 marked complete with nuts, bolts, washers, gaskets conforming to IS 13095 of following sizes as required : Set 7462.36 Hundred SixtyTwo Paise

150mm ThirtySix Only

Supplying, fixing, testing and commissioning of butterfly valve of PN 1.6 rating with bronze/gunmetal seat duly ISI Rupees Twelve Thousand Six

279 4.00 marked complete with nuts, bolts, washers, gaskets conforming to IS 13095 of following sizes as required : Set 12665.19 Hundred SixtyFive Paise

200mm Nineteen Only

Qty. may be Total

No. ITEM DESCRIPTION Unit

more or less. In Figure In Words Estimated Amount

Providing, installation, testing and commissioning of non-return valve of following sizes confirming to IS: 5312 Rupees Nine Thousand Two

280 15.00 complete with rubber gasket, GI bolts, nuts, washers etc.as required : Set 9203.02 Hundred Three Paise Two

Providing, installation, testing and commissioning of non-return valve of following sizes confirming to IS: 5312 Rupees Fourteen Thousand

281 20.00 complete with rubber gasket, GI bolts, nuts, washers etc.as required : Set 14813.11 Eight Hundred Thirteen Paise

150 mm Eleven Only

Providing, installation, testing and commissioning of stainless steel Y-strainer fabricated out of 1.6 mm thick Rupees Five Thousand Five

282 6.00 stainless steel, Grade 304, sheet with 3 mm dia holes with stainless steel flange. Set 5550.13 Hundred Fifty Paise Thirteen

Providing, installation, testing and commissioning of stainless steel Y-strainer fabricated out of 1.6 mm thick Rupees Nine Thousand Two

283 6.00 stainless steel, Grade 304, sheet with 3 mm dia holes with stainless steel flange. Set 9281.31 Hundred EightyOne Paise

150 mm ThirtyOne Only

Providing, installation, testing and commissioning of stainless steel Y-strainer fabricated out of 1.6 mm thick Rupees Eighteen Thousand

284 6.00 stainless steel, Grade 304, sheet with 3 mm dia holes with stainless steel flange. Set 18543.46 Five Hundred FourtyThree

200 mm Paise FourtySix Only

Supplying and fixing of fire brigade connection of cast iron body with gun metal male instantaneous inlet couplings Rupees Five Thousand Six

285 6.00 complete with cap and chain as reqd. for suitable dia MS pipe connection conforming to IS 904 as required : Set 5615.09 Hundred Fifteen Paise Nine

2 way-100 mm dia M.S. Pipe Only

Supplying and fixing of fire brigade connection of cast iron body with gun metal male instantaneous inlet couplings Rupees Eleven Thousand Six

286 4.00 complete with cap and chain as reqd. for suitable dia MS pipe connection conforming to IS 904 as required : Set 11638.28 Hundred ThirtyEight Paise

4 way - 150 mm dia M.S. Pipe TwentyEight Only

Supplying and fixing air vessel made of 250 mm dia, 8 mm thick MS sheet, 1200 mm in height with air release valve Rupees Fifteen Thousand

287 4.00 on top and flanged connection to riser, drain arrangement with 25 mm dia gun metal wheel valve with required Set 15194.56 One Hundred NinetyFour

accessories, pressure gauge and paintingwith synthetic enamel paint of approved shade as required. Paise FiftySix Only

Qty. may be Total

No. ITEM DESCRIPTION Unit

more or less. In Figure In Words Estimated Amount

Rupees One Thousand Two

288 10.00 Providing & fixing of pressure switch in Fire pipe line including connection etc. as required. Set 1287.59 Hundred EightySeven Paise

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

Rupees Fourty Thousand One

to sound continuous alarm when the wet riser/sprinkler system activates, pressure gauges, emergency releases,

289 2.00 Set 40145.15 Hundred FourtyFive Paise

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 :

Fire Extinguisher System

Providing, storing, handling, shifting, installation, testing and commissioning of halon free portable fire

Rupees Six Thousand Five

290 102.00 Extinguishers as described below: Supplying & erecting Carbon Dioxide (CO2) fire extinguisher of 4.5 kg. capacity Set 6565.00

Hundred SixtyFive Only

cartridge type conform to IS 2878 /15683 complete erected with necessary clamp made from 50 x 6 mm. M. S. flat

with nut & bolts grouted in wall complete

Rupees Two Thousand Seven

Supplying and erecting ABC powder type fire extinguisher as per IS : 13849 /15683 of 6 kg capacity with necessary

291 102.00 Set 2777.50 Hundred SeventySeven Paise

clamp for erection on wall

Supply and fixing of ISI mark (IS:15683) Clean Agent HCF236fa, 10 Kg modular type ceiling mounted Fire Rupees Sixteen Thousand Six

extinguisher , Stored pressure type with pressure guage.. Hundred SixtyFive Only

Getting Approval/NOC of Fire protection system (Hydrant, Sprinkler etc..) from local fire authority and any other

Rupees One Lakh FiftyOne

293 1.00 relevant statutory authority at initial and various other stages of work, including preparation of report/drawings as LOT 151500.00

Thousand Five Hundred Only

per fire authority.

Qty. may be Total

No. ITEM DESCRIPTION Unit

more or less. In Figure In Words Estimated Amount

Surface Hydro-Pneumatic System for Domestic Water supply :

Compact self contained Hydro-booster system comprising of following :

Vertical In-line/Horizontal multi-stage, centrifugal clear water pumps with AISI304 Impeller and AISI316 Shaft, Cast Iron

(FG260) Suction and Discharge with CED coating, TEFCIP55 motor (with Mechanicalseal)Vendor to submit performance

curves and technical catalogue of the proposed model for review and information

Controller with colour touch screen display and Variable Frequency Drive(VFD) integrated in a single body with pressure

sensor transmitter, programming to indicate pump ready, pump running and fault in display and capable to communicate with

other controllers following MODBUS-RTU or BACNET Class-2 protocol through RS485 port. System should be capable to

compensate for frictional losses at lower flows. All alarms should be displayed in the controller. System should be equipped

with dry running protection. Indication of all type of faults / on-off status / electrical parameters shall be available on display

and central BMS monitors. Also able to work with pressure switch in manual mode operation. Source from same manufacturer

Rupees Six Lakh FiftySix

Thousand Five Hundred Only

Pre-charged diaphragm pressure vessel with interchangeable membrane, charging connection, connected to outlet header

with necessary flanges, gaskets, isolating valves, nuts/bolts etc. complete (size of pressure vessel as per manufacturer

recommendation)

Set of accessories such as G.I headers (with zink coating) for suction and discharge, control valves, non return valves,

pressure switches, pressure transducers, pressure gauge, common skid, inter connecting power and control cabling etc.

Complete As per drawings and design supplied by architect and instruction given by authority and E.I.C

Contractor need to be submit technical data sheet and take approval of architect/Consultant with authority EIC concern.

Set of Solenoid valve (IP68), control panel and y-strainer to maintain water level in OHT with float switch should be provided

Purpose of system - Domestic water supply system to each utility

Nos of system - 1set =2 working + 1 stand by

Flow rate of system - 500 LPM

Total Head of each pump - 65m

Supplying and installing in the sump pit lifting assembly suitable for 2 Nos. submersible drainage pumps in a sump

of overall depth not more than 1.6 m, ready made electro – galvanized MS lifting chain, class C GI pipe header

complete with discharge manifold, flanges, tee, elbow etc. complete including GI pipe upto the top of sump and

including GI union. The installation shall be complete with all necessary indigenous accessories as required to Rupees One Lakh TwentyOne

complete the installation As per drawings and design supplied by architect and instruction given by authority and Thousand Two Hundred Only

Flow rate : 120 LPM each (1 Working + 1 Standby)

Qty. may be Total

No. ITEM DESCRIPTION Unit

more or less. In Figure In Words Estimated Amount

UNDERGROUND FRP SEWAGE TREATMENT PLANT (STP) WITH COMPLETE ELECTROMECHANICAL SYSTEM

“Design, supply, installation, testing and commissioning of a complete 50 KLD underground FRP STP (minimum

wall thickness 13–14 mm), comprising FRP Screen, Collection Tank, MBBR Aeration Tank, Secondary Settling Tank

and Filter Feed Tank, including all associated process internals. Scope includes supply and installation of Raw

Rupees Twelve Lakh

Sewage Transfer Pumps, Sludge Recycle Pump, Filter Feed Pumps (1 working + 1 standby), Aeration Blowers (1

EightySeven Thousand Nine

296 1.00 working + 1 standby), coarse/fine bubble aeration grid with CPVC/GI air lines up to aeration tank inlet, and all Set 1287959.37

Hundred FiftyNine Paise

related mechanical, electrical and instrumentation works. The system shall include a complete filtration unit

ThirtySeven Only

comprising Pressure Sand Filter (750 mm diameter, MSEP/FRP), High Iodine Activated Carbon Filter (MSEP/FRP),

disinfection system using sodium hypochlorite dosing, standard control panel, UPVC interconnecting piping and

cabling. Civil works such as excavation, backfilling with Sand & Quarry Dust, Screen chamber with screen, oil &

grease chamber, sludge drying bed, and required civil Works are included in this Rate.

Qty. may be Total

No. ITEM DESCRIPTION Unit

more or less. In Figure In Words Estimated Amount

Supply, installation, testing and commissioning of Vertical Multistage Inline pumping system with suitable pressure

tank / vessel with food grade membrane, charging connection, connected to outlet header with necessary flanges,

gaskets, isolating valves, nuts/bolts etc complete.

The pumps shall have CI head, SS 316 Gland plate, shaft / impeller / intermediate chamber, mechanical seals with

rubber parts, suction and delivery pipe connection with suitable flanges (threaded / bolted) and required

accessories for proper functioning of the system.

Motor shall be TEFC IP55 Sq Cage, IE-3 type, suitable for 415 ± 10% Volts, 50 Hz, 3-phase AC power supply.

The pump shall be mounted on common base frame. The maximum permissible sound level of the pump shall not

exceed 85 dB measured at 1m from the pump surface. The pump shall be supplied with necessary vibration

isolators. The pump shall be selected for performance at best efficiency point. However, the pump selection shall

be suitable for performance with set point @ ± 20% of the rated head. Vendor shall submit the pump performance

curves and technical catalogue of the proposed model for review.