CONSTRUCTION OF PUBLIC PLAZA AND UNDERGROUND PARKING FACILITY AT SANSKAR KENDRA - TAGORE HALL CAMPUS CONNECTING RIVERFRONT FOR SRFDCL

BILL OF QUANTITIES

NAME OF WORK:-CONSTRUCTION OF PUBLIC PLAZA AND UNDERGROUND

PARKING FACILITY AT SANSKAR KENDRA - TAGORE HALL CAMPUS

CONNECTING RIVERFRONT FOR SRFDCL.

RECAPITULATION SHEET

No. Item of Works Amount in Rs.

A Civil Works + Plumbing Work

B Electrical & ELV,ELV, & HVAC Work

C Fire Protection Work

Total Amount (Without GST)

Total Amount (Without GST)

(VOLUME - 3 For Civil & PHE Works)

Price Bid: Bill of Quantities (BOQ)

Tender Amount : Rs.

Contractor's Quoted Rates :

Ahmedabad Municipal Corporation

PLEASE NOTE : PLEASE DO NOT FILL PRICE BID IN HARD COPY.

No. Item of Works Amount in Rs.

A Civil Works + Plumbing Work

NAME OF WORK- CONSTRUCTION OF PUBLIC PLAZA AND UNDERGROUND PARKING FACILITY AT SANSKAR KENDRA -

TAGORE HALL CAMPUS CONNECTING RIVERFRONT FOR SRFDCL.

SCHEDULE OF QUANTITIES

Description of Item Unit Total QTY Rate(Rs.) Amount(Rs.)

Clearing and grubbing road land including uprooting rank vegetation grass

bushes,shrubs,sapling and trees girth up to 300 mm removal of stumps of trees cut

1 earlier and disposal of unserviceable materials. (C) By mechanical means in area of light Sqm 12,500.00 2.81

Cutting and felling trees of girth as specified below (measured at a height of 1 m above

ground level) including cutting of trunks and branches, removing the roots and stacking

of serviceable material and disposal of unserviceable materials within campus at directed

2 place etc complete all as per specifications and as directed by the Engineer-in-charge Nos 5.00 451.00

Girth beyond 30 cm, up to and including 60 cm girth.

2.1 Girth beyond 60 cm, up to and including 120 cm girth. Nos 10.00 2,011.00

Excavation for foundation upto 1.5 m depth including sorting out and stacking of useful

3 materials and disposing off the excavated stuff upto 50 Meter lead.(A) Loose or soft soil Cum 14,000.00 115.92

Excavation for foundation for depth from 1.5 m to 3.0 m including sorting out and

4 stacking of useful materials and disposing off the excavated stuff upto 50 Meter lead.(A) Cum 13,777.50 128.52

Loose or soft soil

Excavation for foundation for depth from 3.0 m to 5.0 m including sorting out and

5 stacking of useful materials and disposing off the excavated stuff upto 50 Meter lead.(A) Cum 18,370.00 141.11

Loose or soft soil

Extra for additional depth more than 5.0 m for excavation for foundation including

6 sorting out and stacking of useful materials and disposing of the excavated stuff upto 50 Cum 13,777.00 162.02

m lead.(A) Loose or soft soil

Uncoursed Rubble Masonry with hard stone of approved quality in foundations and plinth

7 in Cement Mortar 1:6 (1-cement : 6-coarse sand including levelling up etc. complete Cum 50.00 2,475.26

Conveyance charges of earth lime, murrum, building rubbish, manure, garbage, sludge,

8 excavated rock, fly ash, aggregate of any kind etc. comp. upto any lead. up to 1.0 km Cum 1,000.00 256.16

8.1 Above 1.0km & up to 5 km Cum 25,000.00 326.73

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

9 etc. in layers not exceeding 20 cm. in depth consolidating each disposited layer by Cum 4,222.00 129.10

ramming and watering.

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

dressing complete

Carring out plinth treatment to pre or post construction / existing structure by spraying

chemical solution for termite control treatment including labour and material consistment

with I.S.I specification. Using Chlordene and Chiorpurfiles 20 EC. As Per 6131_paret-II

Consentration Weight one percent is recommended i.e one litre 20 EC chemical emulsion

11 with 19 liter give 1 % concrentration inclusive of one litre chemical emulsion appication Sqm 1,000.00 104.90

at the rate of 5 Litre chemical / Sqm of surface is recommended as per I.S and as per

directions of Clerk-of-Work. For all levels and leads.

Demolition and disposal of unserviceable materials with all lead and lift.(i) Cement

Demolition including stacking of serviceable materilas and disposal of unserviceable

materials with all lead and lift. (i) R.C.C. work

Dismentling barbed wire in fencing including making rolls and also including dismentling

fencing posts including all earth work concrete in base and making good the disturbed

14 ground stacking useful materials as directed and disposing as directed and disposing of Rmt 500.00 66.15

the unserviceable materials with all lead and lift

Demolition of Brick work and stone masonry including stacking of serviceable materilas

15 and disposal of unserviceable materials with all lead and lift.(ii) In Cement Mortar. Cum 500.00 544.95

Dismantling and stacking within 50 metres lead, fencing posts or struts including all

16 earth work and dismantling of concrete etc. in base of : T’ or ‘L’ iron or pipe Nos 20.00 230.90

Dismentling steel work including distempering and stacking the materials with all lead

Scarifying gravelled macadam or bitumen macadam surface 6cm to 10cm .depth

18 including stacking useful materials on roadside and disposing off remaining stuff. Sqm 1,500.00 39.23

Dismentling barbed wire in fencing including making rolls and also including dismentling

fencing posts including all earth work concrete in base and making good the disturbed

19 ground stacking useful materials as directed and disposing as directed and disposing of Rmt 500.00 66.15

the unserviceable materials with all lead and lift

Dismantling kerb stone by manual means and disposal of dismantled material with all

20 lifts and up to a lead of 1000 metre as per MoRT&H specification clause 202. Rmt 500.00 30.00

Removing rough/ smooth finished interlocking paver blocks of 60/80 mm thickness for

pavement in footpath / parking at required loactions including cleaning the surface,

stacking and storing serviceale materials at directed place within campus and disposing

21 off the debris at directed place within campus etc. complete all as per specification and as Sqm 320.00 48.00

directed by the Engineer- in- Charge.

PLAIN AND REINFORCED CEMENT CONCRETE

Providing and laying cement concrete 1:2:4 (1-Cement:2-Coarse sand:4-graded stone

22 aggregates 20mm nominal size) and curing complete excluding cost of formwork in (A) Cum 1,458.70 3,661.30

Foundation and Plinth

Bored cast-in-situ M30 grade R.C.C. pile excluding reinforcement complete as per

23 drawing and technical specifications and removal of excavated earth with all lifts and lead RMT 7,722.00 6,413.68

upto 1000 m. (Pile diameter- 750 mm)

Providing and laying in position M- 250 grade concrete for reinforced cement conctere

work , using cement content as per approved Design Mix manufactured in fully automatic

batching plant and transporting the concrete from Plant to point of laying, excluding the

cost of centering shuttering finishing and reinforcement including cost of admixtures in

24 recommended proportions as per IS: 9103 to accelerate/ retard setting of concrete, Cum 896.50 4,853.56

improve workability without impairing strength and durability as per direction of the

Engineer - in - charge. Without Fly (GRADE SLAB)

Providing and laying in position M-300 grade concrete for reinforced cement conctere

work , using cement content as per approved Design Mix manufactured in fully automatic

batching plant and transporting the concrete from Plant to point of laying, excluding the

cost of centering shuttering finishing and reinforcement including cost of admixtures in

25 recommended proportions as per IS: 9103 to accelerate/ retard setting of concrete, Cum 3,894.70 5,043.66

improve workability without impairing strength and durability as per direction of the

Engineer - in - charge. Without Fly Ash (FOOTING)

Providing and laying in position M-300 grade concrete for reinforced cement conctere

work , using cement content as per approved Design Mix manufactured in fully automatic

batching plant and transporting the concrete from Plant to point of laying, excluding the

cost of centering shuttering finishing and reinforcement including cost of admixtures in

26 recommended proportions as per IS: 9103 to accelerate/ retard setting of concrete, Cum 3,144.50 5,043.66

improve workability without impairing strength and durability as per direction of the

Engineer - in - charge. Without Fly Ash (RCC BEAM WITH SLAB DEPTH DEDUCTED)

Providing and laying in position M-300 grade concrete for reinforced cement conctere

work , using cement content as per approved Design Mix manufactured in fully automatic

batching plant and transporting the concrete from Plant to point of laying, excluding the

cost of centering shuttering finishing and reinforcement including cost of admixtures in

27 recommended proportions as per IS: 9103 to accelerate/ retard setting of concrete, Cum 813.90 5,043.66

improve workability without impairing strength and durability as per direction of the

Engineer - in - charge. Without Fly Ash (RCC COLUMN)

Providing and laying in position M-300 grade concrete for reinforced cement conctere

work , using cement content as per approved Design Mix manufactured in fully automatic

batching plant and transporting the concrete from Plant to point of laying, excluding the

cost of centering shuttering finishing and reinforcement including cost of admixtures in

28 recommended proportions as per IS: 9103 to accelerate/ retard setting of concrete, Cum 459.90 5,043.66

improve workability without impairing strength and durability as per direction of

the Engineer - in - charge. Without Fly Ash (RCC WALL)

Providing and laying in position M-300 grade concrete for reinforced cement conctere

work , using cement content as per approved Design Mix manufactured in fully automatic

batching plant and transporting the concrete from Plant to point of laying, excluding the

cost of centering shuttering finishing and reinforcement including cost of admixtures in

29 recommended proportions as per IS: 9103 to accelerate/ retard setting of concrete, Cum 3,112.70 5,140.94

improve workability without impairing strength and durability as per direction of

the Engineer - in - charge. Without Fly Ash (RCC SLAB)

Providing and laying cushioning layer on R.C.C. Slab consisting of 75mm thick lime,

30 concrete using brick aggregate of 20mm nominal size mortar compresing of 1-Lime : 2- Sqm 9,185.00 234.68

Providing and laying in position M-300 grade concrete for reinforced cement conctere

work , using cement content as per approved Design Mix manufactured in fully automatic

batching plant and transporting the concrete from Plant to point of laying, excluding the

cost of centering shuttering finishing and reinforcement including cost of admixtures in

31 recommended proportions as per IS: 9103 to accelerate/ retard setting of concrete, Cum 20.55 5,043.66

improve workability without impairing strength and durability as per direction of

the Engineer - in - charge. Without Fly Ash (STAIRCASE)

Providing TMT Bar FE 550D reinforcement for R.C.C. work including bending, binding

and placing in position complete upto floor two level

Providing formwork of ordinary timber planking so as to give a rough finish including

centering shuttering strutting and propping etc. Height of propping and centering below

33 supporting floor to ceiling not exceeding 4 M. and removal of the same for in situ Sqm 3,199.00 171.68

reinforced concrete and plain concrete work in. (A) Foundations Footings Bases of

Columns etc. and Mass concrete.

Providing, eracting, fixing, in position, striking/removing and cleaning shuttering &

centering for formwork of with Sheathing Steel sheets or Plywood Sheets (Using Minimum

12 mm thick Shuttering Plywood, conforming to IS:4990) so as to give a Fair Exposed F3

finish including centering shuttering strutting and propping etc. height of propping and

34 centering below supporting floor to ceiling not exceeding 4 M. and removal of the same for Sqm 967.00 391.70

in situ reinforced concrete and plain concrete work in. (G) Columns PillarsPosts and

struts. (1) Square Rectangular Polygonal in plan. (2)Circular or curved in Plan.

Extra for additional height of propping and centering where the height of propping and

centering exceeds 4 .O M between supporting floor to ceiling including temporary brick or

35 stone pillars for supporting as required. (ii) Height more than 5.0M.and upto 6.0 M. Sqm 36.00 776.03

Providing formwork of ordinary timber planking so as to give a rough finish including

centering shuttering strutting and propping etc. height of propping and centering below

supporting floor to ceiling not exceeding 4 M. and removal of the same for in situ

36 reinforced concrete and plain concrete work in. (C) Vertical surface such as walls (any Sqm 4,950.00 229.95

thickness) partitions and the like including attached buttresses & string course & the

Providing, eracting, fixing, in position, striking/removing and cleaning shuttering &

centering for formwork of with Sheathing Steel sheets or Plywood Sheets (Using Minimum

12 mm thick Shuttering Plywood, conforming to IS:4990) so as to give a Fair Exposed F3

finish including centering shuttering strutting and propping etc. Height of propping and

37 centering below supporting floor to ceiling not exceeding 4 M. and removal of the same for Sqm 20,751.50 346.02

in situ reinforced concrete and plain concrete work in. (B) Flat surfaces such as soffits of

supspened floors slabs Landings and the like. (1) Floors etc. upto 200 mm in thickness.

Providing, eracting, fixing, in position, striking/removing and cleaning shuttering &

centering for formwork of with Sheathing Steel sheets or Plywood Sheets (Using Minimum

12 mm thick Shuttering Plywood, conforming to IS:4990) so as to give a Fair Exposed F3

finish including centering shuttering strutting and propping etc. height of propping and

38 centering below supporting floor to ceiling not exceeding 4 M. and removal of the same for Sqm 24,228.00 286.16

in situ reinforced concrete and plain concrete work in. (H) (1) Sides and soffits of Beams

Beam Haunchings cantilevers Girders Bressumers and Lintels not exceeding 1 M. in

Providing, eracting, fixing, in position, striking/removing and cleaning shuttering &

centering for formwork of with Sheathing Steel sheets or Plywood Sheets (Using Minimum

12 mm thick Shuttering Plywood, conforming to IS:4990) so as to give a Fair Exposed F3

finish including centering shuttering strutting and propping etc. Height of propping and

39 centering below supporting floor to ceiling not exceeding 4 M. and removal of the same for Sqm 139.78 346.02

in situ reinforced concrete and plain concrete work in. (B) Flat surfaces such as soffits of

supspened floors slabs Landings and the like. (1) Floors etc. upto 200 mm in thickness.

Expansion Joint

Applying and providing Expansion joint sealing System on 100 mm vide joint including

cleaning of expansion joint by mechanical means provision of adhesive and flexible

40 membrane with required bond length as per menufracturer specification and 4mm thick RMT 319.50 4,724.75

alluminium strip covering with one side sloted and bolted with suitable system, inclusive

of all manpower, machinery and material as per specification and as directed.

Expansion Joint

Floor to Floor at Terrace

Applying and providing Expansion joint sealing System on 100 mm vide joint including

cleaning of expansion joint by mechanical means provision of adhesive and flexible

41 membrane with required bond length as per menufracturer specification and 4mm thick RMT 159.75 4,724.75

alluminium strip covering with one side sloted and bolted with suitable system, inclusive

of all manpower, machinery and material as per specification and as directed.

Expansion Joint

Applying and providing Expansion joint sealing System on 100 mm vide joint including

cleaning of expansion joint by mechanical means provision of adhesive and flexible

42 membrane with required bond length as per menufracturer specification and 4mm thick RMT 50.00 4,724.75

alluminium strip covering with one side sloted and bolted with suitable system, inclusive

of all manpower, machinery and material as per specification and as directed.

Earthwork for embankment including breaking clods, dressing with all lead and lift and

including watering rolling and consolidation of subgrade in layers at O.M.C. to required

43 dry density including filling the depression which occur during the process using power Cum 637.50 167.76

roller 8T to 10T.(E) From Borrow area within 3.0KM. lead

Construction of 300mm (as per IRC 37) ThickGrannular sub base(GSB‐I) by providing

coarse graded material using B.T Metal 53 mm to 26.50 mm @ 35 % ,26.50 mm to

44 4.75mm 45% & Coarse sand below 2.36 mm 20 % in uniform layer with motor grader on Cum 335.01 1,143.27

prepared surface mxing by mix in place method with vibratory roller to achive the desired

density complete as per close

Construction of Dry Lean Cement Concrete Sub-base over a prepared sub-grade with

coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not

exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after

blending to be as per table 600-1, cement content not to be less than 150 kg/ cum,

45 optimum moisture content to be determined during trial length construction, concrete Cum 191.25 3,335.86

strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to

site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory

roller, finishing and curing.

Construction of reinforced, dowel jointed, plain cement concrete of M40, pavement over a

prepared sub base with Ordinary Portland Cement @ 400 kg per cum, coarse and fine

aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm,

mixed in a batching and mixing plant as per approved mix design, transported to site,

laid with a fixed form or slip form paver, spread, compacted and finished in a continuous

46 operation including provision of contraction, expansion, construction and longitudinal Cum 382.50 7,491.00

joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip,

dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and

grades as per drawing.

Providing and laying cement concrete 1:2:4 (1-Cement:2-Coarse sand:4-graded stone

47 aggregates 20mm nominal size) and curing complete excluding cost of formwork in Cum 15.18 3,661.30

Masonary work using Aerated light weight concrete block having crushing strength not

less than 35 kg/sqcm for super structure above plinth level in cement mortar 1:5 (

48 cement : 5 fine sand ) complete as per Technical Specification. CUM 332.99 4,483.73

Brick work using common burnt clay building bricks having crushing strength not less

49 than 35 kg./Sq.Cm. in Super Strucutre above plinth level in Cement Mortar 1:5. (1- CUM 1,085.10 4,607.37

Cement : 5 -fine sand)(A) Modular

PLASTERING AND PAINTING

Internal Plaster

Providing 15 mm. thick cement plaster in single coat on fair side of brick wall for interior

plastering upto floor two level finished even and smooth in Cement mortar 1:4 (1 cement :

4 fine sand) For all levels, hights and leads of works. etc, complete for all floor heights as

50 directed. Rate shall be inclusive of hexagonal chickenmesh at junction of concrete and SQM 10,937.79 155.61

brick work. Minimum width of the chicken mesh shall be 150 mm covering the brick /

concrete surface equally, as directed by EIC.

Ceilling Plaster

Providing 10mm thick cement plaster in single coat on brick/concrete ceilings and sofits

51 of stairs upto floor two level and finished even and smooth in (ii) Cement mortar 1:4 (1- SQM 500.00 139.23

cement :4-sand)

External Plaster

Providing and laying average 20 mm. thick double coat Sand face plaster on external

walls upto any height above ground level and for all shapes consisting of average 14 mm.

thick backing coat of CM 1:3 (1 cement: 3 coarse sand) and average 6 mm. thick uniform

grained textured finish coat using wooden Gutka, in CM 1:1 (1 cement: 1 sand),with line

52 level & plumb, including scaffolding, forming grooves, drip moulds, pattas, hacking RCC SQM 454.79 297.68

surface, curing etc. complete. as directed by EIC. Rate shall be inclusive of hexagonal

chickenmesh at junction of concrete and brick work. Minimum width of the chicken mesh

shall be 150 mm covering the brick / concrete surface equally.

Applying two coats of acrylic putty & two coats of primer of approved brand and

53 manufacture on new wall surface to give an even shade including thoroughly brushing SQM 69,927.31 40.19

the surface free from mortar dropping and other foreign matter and sand papered

Providing and painting internal walls with two coats of plastic emulsion paint of approved

make & of shade. The rate shall include for all ladders, scaffolding and supports and

including complete surface preparation, including scraping the surface off existing

surface paint, loose particles and cleaning and applying primer and putty as necessary to

54 achieve a surface in perfect line and level. Wherever necessary, POP punning or cement SQM 69,927.31 78.44

plastering needs to be done as per site condition, if the plastered surface has chipped off.

The final finished surface should be smooth and in perfect line and level without

undulations on surface. etc. complete as directed by EIC.

Providing, applying and finishing wall with weather proof exterior emulsion paint on wall

55 surface (two coats) to give an required shape even shade after thoroughly brushing the SQM 454.79 113.40

surface to remove all dirt, and remains of loose powdered materials.etc complete. as

directed by EIC.

Providing & laying broken white china mosaic flooring for plain and curved surfaces,

comprising of 12 to 20 mm. size broken pieces of white glazed tiles laid over water

proofing using cement mortar 1:3 bedding, The flooring shall be tampered to bring the

mortar cream up to the surface, including rounding of the junctions and extending them

56 upto 30 cm. along the parapet wall. The rate shall include bands, if different colour is Sqm 115.45 739.89

used, any pattern or design as per drawing and direction, curing, cleaning with water and

oxalic acid, etc. complete. as directed by EIC.

Providing and laying integral cement based waterproofing treatment of the agency

approved by department, including preparation of surface as required for treatment of

roofs, terraces etc mixing with waterproofing compound as per IS:2645, with average

thickness of 115mm and minimum thickness at drain point as 65 mm. Following works

are included in above item

(i) Applying and grouting a slurry coat of neat cement using 2.75 kg/sqm. of cement

admixed with proprietary water proofing compound over the RCC slab including cleaning

the surface before treatment.

(ii) Laying cement concrete using broken bricks/brick bats 25 mm to 100 mm size with

50% of cement mortar 1:4 (1 cement : 4 coarse sand) using Ready mix mortar admixed

with proprietary water proofing compound over 20 mm thick layer of cement mortar of

mix 1:4 (1 cement : 4 coarse sand) using Ready mix mortar admixed with proprietary

water proofing compound to required slope and treating similarly the adjoining walls up

to 300 mm height including rounding of junctions of walls and slabs.

(iii) After two days of proper curing applying a second coat of cement slurry admixed with

proprietary waterproofing compound.

(iv) Finishing the surfaces with 20 mm thick jointless cement mortar of mix 1:4 (1 cement

: 4 coarse sand) using Ready mix mortar admixed with proprietary water proofing

compound and finally finishing the surface to receive the China Mosaic waterproofing

(v) The whole terrace so finished shall be flooded with water for a minimum period of two

weeks for curing and for final test. All above operations to be done in order and as

directed and specified by the Engineer in Charge.

Providing and applying single component, solvent based liquid applied elastomeric

seamless bitumen / tar free high solids polyurethane Membrane, of approved brand with

necessary guaranttee bonds for 10 years, by roller / squeegee with a total consumption of

2.3 kg /m2 to form a total system DFT of 1.5 mm thickness (Conforming to ASTM C 836).

The membrane shall be applied on horizontal surfaces and on verticals up to 300mm

height above the FFL, self-curing for 4 days, including application of one coat of single

component polyurethane primer approved brand @ 0.20-0.25 lit/ m2 including cleaning

and making necessary surface preparation to remove any dust and laitance etc., chasing

open the construction joints, cracks and sealing the same to form a U shaped groove of

approx. 5 mm width and 8 mm depth, using Epoxy mortar of approved make, carrying

out injection grouting at the construction joints, honeycombs, etc, by injecting cement

slurry grout admixed with expandable grout additive @ 330 gms per 50 kg bag of cement

to full saturation wherever necessary, making wall and floor junction detailing with PU

flashing reinforced with 40 gsm polyester scrim embedded between the two coats of

polyurethane membrane, etc, complete.

The Polyurethane membrane shall have following minimum properties:

1. Solids > 85%,

2. Elongation > 600% as per ASTM D412,

3. Shore A Hardness > 40 as per ASTM D2240,

4. Crack bridging upto 3 mm as per ASTM C836,

5. Adhesion to primed concrete > 2 Mpa as per ASTM D

6. Tensile strength > 2 Mpa as per ASTM D412,

7. Hydrostatic head resistance NIL upto 50 M as per BS EN 12390-8 / DIN

Water Proofing (Retaining wall)

(Cleaning and Preparation of surface with help of wire brush or grinder, wash the slab

with clean water. Remove all loose concrete, grease, oil using wire brush and scrubber.

Repair and fill all cracks, joints and annular space is included)

Supplying and installalling of 1.2 mm thick polyurethane single-component with coverage

of 1.8kg/sqm having solid content > 87%, VOC: 190g/L: Tensile Strength > 12 Mpa,

Elongation: 550%; Tear Strength; >40 N/mm; Flexibility at Low Temperature: -35℃, No

crack; Water Impermeability (0.3MPa,120min) - Water Impermeability; Adhesion Strength

Hardness : ≥ 2.8.0MPa, The cleaning and preparation of the substrate to which the pure

polyurea is applied must be carried out thoroughly to leave a sound base for the

59 application. Concrete and other cementitious substrates must have a minimum pull off SQM 203.64 1,506.50

strength of 2 N/mm2. Any laitance present on the surface must be removed

mechanically. Release oil and other contaminants which may impair adhesion must be

removed prior to the application of the primer, the system shall consist of filler epoxy

based primer consumption of 350 grams with quartz sand broadcast for mechanical grip

having density 1500 kg/m3, viscosity - 1100 MPa·s):,Covering this with a dimple board of

around 8mm with closed cell.

Providing and laying at all levels, floors & loaction an elastic (300%), pasty, solvent-free

and UV resistant synthetic Waterproofing system with excellent bonding to the substrate

manufatured by approved manufacturer, the waterproofing system is brush applied in

two coats, reinforced with Glass Fiber Mesh between each coat, which forms a highly

flexible, water-tight and water permeable coating. including treating the joints such as

construction joint and separation joint with High Strength Polymer Modified Mortar,

cleaning etc to ensure an un-interrupted and even coating of waterproofing application,

testing the water tightness by ponding water for 7 days etc complete all as per

specifications and as directed by the Engineer-In-Charge. Note: No extra payment shall

be made for arrangement of water for carrying out necessary water tightness test.

WET Areas - Sunk Slab, Bathroom, Kitchen, Podium, Terrace, OHT & UGT Water

(Cleaning and Preparation of surface with help of wire brush or grinder, wash the slab

with clean water. Remove all loose concrete, grease, oil using wire brush and scrubber.

Repair and fill all cracks, joints and annular space is included)

Supply and application of 2mm thick with a covergae of 3.2kg/sqm in 2 coats two-

component, high flexible, elastic cementitious mortar made from cementitious binders,

fine-grained selected aggregates, special admixtures and synthetic polymers in water

dispersion with an elongation of 120% (DIN 53504), Static crack bridging ability of

>2.5mm (EN 1062-7), Permeability to water vapour sD = 3.6 m, µ = 1800 (EN ISO 7783-

1), Impermeability to water < 0.05kg/m²·h0.5 (EN 1062-3), Permeability to CO₂ sDCO2

>50m (EN 1062-6), Reaction to fire (Euroclass): E (EN 13501-1), adhesion to concrete

after 28 days: 1.3N/mm² (EN 1542) when applied @ 2mm thickness (in 2 coats) on the

surface prepared for waterproofing to be carried out to ensure the mechanical properties

61 of the product with Mapenet 150. The application of the product shall be carried out after SQM 155.13 1,127.00

the thorough preparation of the surface which includes cleaning, crack treatment, corner

joint treatment, grouting and priming primer having Colour: opalescent Speci c gravity

(kg/l): 1.01 Dry solids content (%): 15 Brook field Viscosity # 1, rpm 10 (mPa·s): 20 in

dilution with water {1:1}.

Addionally apply fiber net for reinforcing the waterproofing membrane and with Mapenet

150 tensile strength should be complied minimum 3.2 MPa after curing.

1. Tensile Strength : 3.2 Mpa

2. Crack Bridging: 2.8 mm

PAVING AND FLOOR FINISHING

Granite Flooring(30mm thk,Leather Finish)

Providing & laying machine cut & Leather finish 30 mm thick Granite Stone of Steel Grey

/ Sadarhalli / Brown or other approved colour at all floor & location in necessary cement

mortar bedding /backing, close jointed & grouted with matching cement slurry and

rounding of edges, finished to line, level,curing etc. as required, including cutting of stone

62 slab, wastage, making cut outs, grooves wherever required, machine polishing/ hand

polishing (where machine cannot have access) etc. complete all as per specifications,

drawings and as directed by the Engineer in charge. Note: Top exposed surface on plan

&exposed vertical finished face shall be measured for payment in Sqm.

In flooring with Leather finished Granite stone of size 800mm x 800mm/ 1000mm x

1000mm / (and any other size and pattern as per drawing) laid over & including 20mm

62.1 thick cement mortar1:4 ( 1 cement : 4 coarse sand) bedding. including cement slirry at SQM 224.84 3,040.00

4.40 Kg/Sqm over bedding and matching slurry with white cement at 2.20 Kg/Sqm for

grouting the joints..

Granite Flooring(18mm thk,Leather Finish)

Providing & laying machine cut & Leather Finish 18mm - 20mm thick Granite Stone of

Steel Grey /Sadarhalli / Z Brown / Brown or other approved colour at all floor & location

in necessary cement mortar bedding /backing, close jointed & grouted with matching

cement slurry and rounding of edges, finished to line, level,curing etc. as required,

including cutting of stone slab, wastage, making cut outs, grooves wherever required,

machine polishing/ hand polishing (where machine cannot have access) etc. complete all

as per specifications, drawings and as directed by the Engineer in charge. Note: Top

exposed surface on plan &exposed vertical finished face shall be measured for payment in

In flooring with machine Leather Finish Granite stone of size 800mm x 800mm/ 1000mm

x 1000mm / (and any other size and pattern as per drawing) laid over & including

20mm thick cement mortar1:4 ( 1 cement : 4 coarse sand) bedding. (Using ready mix

63.1 mortar) including cement slirry at 4.40 Kg/Sqm over bedding and matching slurry with SQM 528.81 3,150.00

white cement at 2.20 Kg/Sqm for grouting the joints.

Staircase Treads/riser

18 mm thick one side Leather finished granite stone of approved colour, shade and

63.2 surface finish for dado/skirting/Tread/Riser stone slabs of various sizes in pattern SQM 622.49 3,600.00

including 12 mm thick 1:4 cement mortar (Using ready mix mortar) backing.

Granite Flooring

Providing & laying machine cut & machine polished (mirror finish) 25mm thick Granite

Stone of Steel Grey /Sadarhalli / Z Brown / Brown or other approved colour at all floor &

location in necessary cement mortar bedding /backing, close jointed & grouted with

matching cement slurry and rounding of edges, finished to line, level,curing etc. as

required, including cutting of stone slab, wastage, making cut outs, grooves wherever

required, machine polishing/ hand polishing (where machine cannot have access) etc.

complete all as per specifications, drawings and as directed by the Engineer in charge.

Note: Top exposed surface on plan &exposed vertical finished face shall be measured for

payment in Sqm.

18 mm thick one side machine polished granite stone of approved colour, shade and

surface finish for door and window jamb /Facia/Top Ledge /Window sill with stone slabs

of various sizes in pattern including 12 mm thick 1:4 cement mortar (Using ready mix

mortar) backing, fixing of 6mm (approx.) size angular stone chips to the backside of

granite after applying araldite to the unpolished surface of the granite to create a surface

suitable for proper bond with backing and filling the space between granite and backing

with cement slurry including adequate curing etc. complete as directed and including

rounding & polishing all exposed edges in semicircle / chamfering / or as per drawing &

For top of dwarf walls, parapets, seat wall, planter wall etc using machine polished

Granite stone of approved colour, shade & size as per drawing laid over & including

20mm thick cement mortar1:4 ( 1 cement : 4 coarse sand) bedding. (Using ready mix

64.2 mortar) including cement slirry at 4.40 Kg/Sqm over bedding and matching slurry with SQM 350.00 3,050.00

white cement at 2.20 Kg/Sqm for grouting the joints. including half round / semi circle /

camfering moulding & polishing of exposed face etc complete.

Cobble Flooring

Providing and fixing cobble stone of size 100 x 100 x 100 mm thick, in approved pattern

and approved colour & shade, including providing & laying 20 mm thick bedding of

65 cement mortar (using ready mix mortar having cement: sand, 1:4) finishing to line, level SQM 8,329.39 2,250.00

and slope, finally filling the joints with matching cement mortar and cleaning the surface

etc. complete all as per specification and as directed by the Engineer- in- Charge.

Trimix flooring - BROOM / SMOOTH FINISH

Providing and laying C.C. pavement of mix M-25 with batch mixed concrete from

batching plant. The concrete shall be casted in panel and finished with screed board

vibrator, vacuum dewatering (VDF) process and finally finished by floating, brooming with

machine. Grooves to be made of size 5mm wide and one third of thickness of concrete

within 48 Hours of concreting to form bay of 4 x 4 meters using heavy duty cutting

66 machine with diamond cutting wheel and filling of the groove with appropriate sealant Cum 1,515.90 6,043.00

etc. complete as per specifications and as directed by the EIC. If trimix concrete shall be

laid over on existing concrete surface, bonding agent shall be applied before laying of

concrete at all basements floors. Reinforcement if required shall be paid in relevant

Providing and fixing 80 mm thick (min.) factory made paver blocks of specified finish

(shot blasted), approved make and colour, shade, size, shape laid in pattern

manufactured with cement concrete grade not less than M-40 and conforming to

67 IS:15658, including providing & laying 20 mm thick bedding of cement mortar (using SQM 1,189.86 1,600.00

ready mix mortar having cement: sand, 1:4) finishing to line, level and slope, finally filling

the joints with matching cement mortar and cleaning the surface etc. complete all as per

specification and as directed by the Engineer- in- Charge.

Providing and fixing Pre cast Kerb blocks of various types (Half Batter, Bull nose, Flat,

offlet, Transition, Dropper, etc,.) and size of 600x450x150mm steel mould Vaccum wet

pressed for connecting roads, pathway-prominade area and other area with true line &

level, including grading, geometrical shapes in curves, circles etc. at respective finish

68 level etc. completed as specified in drawing and specification. It shall be of CC- M25 RMT 1,323.02 1,762.00

grade of concrete and fitted and jointed in C:M 1:1 with throughly curing, rendering with

cement slurry, cleaning the joints neatly etc. completed as directed by EIC. It allows to

satisfy respective IS-codes for materials, manufacturing process and test results.

Providing and laying machine cut Leather Finish Kotah stone flooring, skirting, riser,

treads at all floors, levels & location including cement mortar (using ready mix mortar)

bedding / backing, close jointed & grouted with matching cement slurry and finished to

69 line, level, curing etc. as required, including cutting of stone slab, wastage, making cut

outs, wherever required, and including providing and laying 6 mm thick POP during

construction period etc. complete all as per specifications, drawings and as directed by

the Engineer in charge.

In flooring with 25 mm minimum thickness Leather Finish kotah stone slab of size

600mm x 600mm / 575mm x 575mm / (and any other size and pattern as per drawing)

69.1 laid over bedding of 20 mm Ready mix mortar having Cement: Sand (1:4) Sqm 8,329.20 1,032.83

For top of dwarf walls, parapets, seat wall, planter wall, Coping etc using Leather Finish

Kotah stone of approved colour, shade & size as per drawing laid over & including 20mm

thick cement mortar1:4 ( 1 cement : 4 coarse sand) bedding. (Using ready mix mortar)

69.2 including cement slirry at 4.40 Kg/Sqm over bedding and matching slurry with white Sqm 701.73 1,082.00

cement at 2.20 Kg/Sqm for grouting the joints. including half round / semi circle /

camfering moulding & polishing of exposed face etc complete.

Providing & laying at all floors & locations Homogeneous Full body Vitrified tile/ Glazed

vitrified tile/ Anti Skid Vitrified tile double charge/ multi charge (Glossy /Matt/ Satin)/

approved manufacturers of sizes 600 mm X 600mm / 800mm X 800mm / 1000 mm X

1000 mm size or as per approved size and having mimimum thickness 8.5 mm or as

specified by approved manufacturer tiles conforming to IS:15622 having water absorption

less than or equal to 0.08% (Group B I a), in flooring/ skirting/ dado/ cladding /

staircase tread/ riser at all floors and location, heights/ levels and lead in approved

pattern and colour, shade laid over cement mortar bedding/ backing/ adhesive backing,

70 including cleaning and preparing the surface for bedding/backing, spreading the neat

cement slurry, close jointed and grouted with matching coloured readymade cement

grout and approved pigment as per manufacturer's specifications, finished to level, line,

slope and plumb, cutting of tiles, wastage, making openings / cut out if neccesary, final

cleaning of surfaces, curing etc. all as per drawings, specifications & as directed by

Engineer in charge.

In flooring using Glazed vitrified tile Matt / Anti Skid Finish of size 600 mm X 600 mm

laid over 20 mm thick cement mortar1:4 bedding (using reday mix mortar) and

spreading neat cement slurry by using minimum cement about 2 kg/sqm prior to

bedding and spreading cement paste using minimum cement of about 4.50 kg/sqm over

bedding,, and including Providing and laying Durafloor protector XF 3 mm thick sheet of

approved make and brand over the whole vitrified tile / stone flooring area along with

removing and cleaning the same before handing over without damaging the finished

surface & making good the damages, if any etc and including Providing in flooring &

skirting 3 mm thick and 8.5 mm deep grout line using PVC spacers for creating true

alignment and gap between vitrified tile work, if shown in the drawing & the 3 mm spacer

joints filled with approved cement based tile grout including all labour material, wastage

In dodo / skirting / cladding / sloped skirting laid over 12 mm thick CM 1:4 (1 cement :

4 sand, using reday mix mortar) backing, including providing grooves as per drawing on

70.2 top of skirting. ( Using AntiSkid vitrified tiles or Double charge vitrifed tiles ) SQM 508.75 1,575.00

Providing & laying machine cut machine polished natural stones as mentioned for the

followings for kitchen / Basin platform topping, counter topping and facia over and

including necessary cement mortar for backing / bedding, close jointed and grouted with

matching cement slurry and finished to line, slope, level, plumb, curing etc, as required

71 including cutting of stone slabs, wastages, making cut outs wherever required etc all as

per specifications and as directed by the Engineer in charge. Notes : 1) Verticals, shelves,

platform shall be embedded minimum 25 mm in wall/ flooring. 2) Top exposed surface on

plan & exposed vertical finished face shall be measured for payment in sqm.

For kitchen / Basin platform top, Vertical support for Counter, upto 750 mm wide and

maximum length upto 1.80 m in single piece consisting machine cut machine polished

mm thick cuddappah stone at bottom and mirror polished machine cut 18mm thick Jet

71.1 black/ approved Granite stone at top fixed with 47 mm thick 1:3 cement mortar (Using SQM 5.88 5,449.00

ready mix mortar), between two stone slabs (Double stone slab sandwitch type) including

providing cut out if any, moulding and polishing the edges etc complete.

For kitchen platform horizontal & vertical facia upto100 mm wide machine cut machine

polished on one side 18 mm thick Jet black/ approved Granite stone fixed with epoxy

71.2 resin base (Araldite adhesive orequivalent) including round moulding and polishing the SQM 2.06 3,797.00

edges etc complete.

Providing and laying Riverwashed Kota stone slab flooring jointed with grey cement slurry

including rubbing and polishing etc. complete. (B) 50 mm thick.

Providing and fixing tiled false ceiling of size (600x600)mm in true horizontal level

suspended on inter locking metal grid of hot dipped galvanized steel sections. It consists

of main "T" runner of size 24x32x0.3x3600mm, cross "T" of size 24x25x0.3x1200mm,

secondary cross "T" of size 24x25x0.3x600mm and PPGI wall angle of size

24x24x0.4x3000mm. Bottom exposed capping of width 24 mm of all T-sections shall be of

0.25mm thick PPGI. PPGI wall angle 24x24x0.4x3000mm {Material-GI(IS513), YS-

280Mpa, Finish-Galvanised 90GSM (IS277)} is fixed along the perimeter of the ceiling to

Walls, partitions or columns etc., with wooden screws at 300mm centers or Hilti HPS

6x40mm placed at 600 mm c/c. soffit cleat 27x37x25x1.6mm {GI(IS513) YS-260Mpa,

Finish-Galvanised 120GSM (IS277)} is fixed with Rawl Plug- Ø8x45mm {Material-IS

CR1 grade, Zinc coating (7 to 8 microns) pull out load- 6.8kN for M30 concrete grade}

creating (1200x1200)mm grid. Main-T runners 24x32x0.3x3600mm are then suspended

at 1200mm c/c from ceiling using 4mm zinc electroplated butterfly level clips of size

85x30x0.8mm spaced at maximum 1200mm center to center along main T and not more

than 150mm from spliced joints. The last hanger at the end of each main runner should

not be greater than 600mm from the adjacent wall. 24x25x0.3x1200mm cross T {Material-

GI(IS513),YS-280Mpa, Finish-Galvanised 90GSM (IS277)} is interlocked between the main

T at 600mm center to center to form a grid of 1200x600 mm and then secondary cross

“T" 24x25x0.3x600mm {Material-GI(IS513), YS-280Mpa, Finish-Galvanised

90GSM(IS277)} is then interlocked at middle of the (1200x600)mm grid to form grids of

(600x600)mm. Cross Tees at the ends having length more than 600mm are to be

supported independently.

DOORS & WINDOWS

Supplying & fixing in position the following type solid core block board flush door shutter

(Single/ double leaf) with commercial ply facing / prelamination on both sides conforming

to IS 2202 (Part-1) of approved make & brand with external / internal type second class

teak wood lipping alround of required width and depth (20 minimum thickness all

around) of shutter as per IS/as specified, fixing shutters in position to HMPS door

frames/ wooden frames/ granite frame works (door frames shall be paid separately under

74 relevant item) at all floors by cutting/ planing if necessary including labour for fixing of

the fittings & fixtures as per drawing with wooden packing pieces if necessary (but

excluding the cost of fittings and fixtures with SS screws which shall be paid separately

under relevant item), including view panel wherever required as per drawing, finishing as

specified all as per specifications, drawings and as directed by Engineer In Charge.

35 mm thick flush door shutter, With 1.0 mm thick decorative laminate sheet of approved

colour, pattern & shade fixed on both faces of shutter

30 mm thick flush door shutter (for shaft doors), With 1.0 mm thick decorative laminate

74.2 sheet of approved colour, pattern & shade fixed on one face of shutter and 1.0 mm thick SQM 3.91 3,100.00

white / off white lamination on another face.

Providing and fixing aluminium die cast body tubular type universal hydraulic door closer

of approved make conforming to IS: 3564 with ISI mark including necessary accessories

75 and screws etc for fixing with alumnium/ wooden/ steel doors with necessary bolts & NOS 20.00 1,250.00

nuts, labour, scaffolding etc complete all as per specifications and as directed by the

Engineer-in-charge.

Providing, fixing & Supplying at site of work approved quality and manufacturer,

confirmed & marked with relevant IS (wherever applicable), Stainless steel (SS-304)

fittings, fixtures and fastenings along with Stainless steel screws/concealed SS screws,

bolts, nuts, washers,wooden packing pieces if necessary etc.and other accessories etc

76 complete all as per specifications and as directed by the Engineer-in-Charge. NOS 60.00 220.00

SS But hinges (Heavy Weight) of size (100 X 75 X 3.0 mm) , ball bearing type, (Two /

Three leaf Hinges)

Providing, fixing & Supplying at site of work approved quality and manufacturer,

confirmed & marked with relevant IS (wherever applicable), Stainless steel (SS-304)

fittings, fixtures and fastenings along with Stainless steel screws/concealed SS screws,

77 bolts, nuts, washers,wooden packing pieces if necessary etc.and other accessories etc NOS 20.00 330.00

complete all as per specifications and as directed by the Engineer-in-Charge.

S. S. Tower bolt 300 mm long x 12 mm barrel

Providing, supplying, fixing approved make back to back stainless steel Handle-450 mm

long (Set including a pair of handles), of minimum 25 mm dia, including accessories for

78 fixing it to glass, aluminium, wood shutter, brackets etc.complete as directed by EIC. NOS 20.00 3,400.00

(Note:- Cost is for one set consists of two nos of handles to fix on shutter both side (Inside

Providing & Fixing 6- lever Mortice lock of chromium plated SS-304 parts & body of

approved brand & make, 200 mm Mortice latch & lock (without Handle Set) Lock Body

79 CK mortice lock with chromium plated SS screws, with duplicate keys etc. lock shall be NOS 15.00 600.00

fitted as per manufacturer specification and as directed by Engineer in charge.

Providing and fixing Mortise shaft dead bolt with key (Alen Key lock) with 57mm backset

and 25mm square forend in stainless steel satin finish of approved make including all

80 labour, material etc complete all as per specifications and as directed by the Engineer-in- NOS 5.00 400.00

Providing & fixing Hollow Metal Pressed steel (HMPS) door frames of following profile

fabricated out of 1.60 mm thick G.I sheet of coating (Class VIII of zinc coating)

gram/sqm, manufactured by Sail / Lloyds/ Jindal or equivalent of profiles / size

generally conforming to IS 4351-2003 with suitable one/two set rebates for fixing

shutters and also rebate suitable for fixing fixed glazing including hole for self tapping

screws wherever shown in the drawing, each frame to contain hinge jamb, lock jamb and

head all rigidly fixed together with welded /mechanical joints with back plates /angles to

correct shape & angles including providing and fixing base ties with GI channel

50x25mm, 1.25mm thick suitable section to suit floor thickness / angle thresholds with

MS angle 25x25x3mm, 6nos. of adjustable lugs per frame, providing and welding of

40x40x5mm,150mm long angle cleats for hinges with necessary tapped holes for fixing

counter sunk headed machine screws to suit heavy duty oxidised / stainless steel hinges

of size 125mm x 65mm x 2.8mm/125mm x 76mm x 2.80mm/ 100mm x59mm

x2.6mm/75mm x 48mm x 2.45mm or shop type welding and self taping screw for fixing

81 hinges/ piano hinges etc. RMT 85.79 900.00

and finishing the same to smooth etc. (but excluding the cost of hinges which shall be

paid under the relevant item) including providing each door frame with necessary lock

strike plates, mortar guards, buffers, bushes etc. required for tower bolt/ baby latches,

tadis, safety chains, aldrops etc including fixing the frame to brickwork/ concrete work

with necessary PCCor bolted/ screwed to concrete work, painting a shop coat of

polyurethane paint including etching the surface with ETCH primer etc. including

painting the exposed surfaces with two coats of synthetic enamel paint of approved make

and colour over a coat of red oxide/ zinc chromate primer and painting the unexposed

surfaces with two coats of anti corrosive bituminous paint, after rectifying the damaged

PU primer due to transport including filling the hollows of door frame with C.C.1:2:4

using 12 mm size downgraded stone aggregate, curing, finishing etc. all complete as per

drawings, specifications and as directed by Engineer in charge.

Note: The quoted rate shall include cost of base tie / angle and all accessories mentioned

in the item description except iron mongeries (i.e. fittings and fixtures with wood and

machine/ self taped screwsas required, which shall be measured and paid separately

under relevant item.)

Profile 90mm x 60 mm with single rebate for doors.

Steel Fire Rated Doors with HMPS Steel Frames. Fire Resistant Door (FRD) assembly

having 120 minutes (2 hr) Fire rating, Metallic and conforming to IS 3614:2021 (Single /

Double lef Shutter)

Providing and fixing factory made Fire rated door assembly of galvanised Iron Steel door

frame with mettallic single / double leaf door shutter with accessories, the entire door

assembly including shutter, frame and fittings shall be confirming to 1200 minutes (2 hr)

fire rating as per IS

Frame:- The door frame shall be made of minimum 1.20 mm thick GI Sheet with

82 minimum 120 GSM coating as per IS:277. The frame shall be of grooved profile of Sq.m 35.24 20,200.00

minimum size 90 × 60 mm with inbuilt sealing system to take appropriate fire rated

smoke seal. Frame shall be provided with appropriate reinforcement suitable for

hardware and flush fixing. Frames shall be provided with stiffener pieces and mitred cut

joints (self tab/screwed assembled at site). Fire rated EPDM smoke seal, confirming to IS

3614 : 2021 shall be fixed within the inbuilt groove or stuck with adhesive on the entire

perimeter of the frame.

Door frames shall be fixed to all round the opening with minimum 8 mm dia CSK headed

fastner of minimum 80 mm long with 8mm dia Polyamide sleeves @ 3 Nos at each side.

Finishing: Frame to be factory finished with polyester powder coating of minimum

thickness of 30 microns (500 hrs salt spray test) of approved colour and shade all

complete as per manufacturer’s Specification and direction of the engineer in charge.

Door Shutter: The factory made fire resistant mettallic door leaf shall be minimum

mm thick fully flush double skin step design door, insulated with or without vision. Door

leaf shall be manufactured from 1.2 mm (18guage) minimum thick galvanised steel sheet.

The internal construction of the door should be rigid reinforcement pads for receiving

appropriate hardware. The infill material shall not be less than be 120kg/m3 high density

mineral wool insulation material. Intumescent seals 15 x 1.5mm to be provided. All ISI

labelled doors shall be factory prepped for receiving appropriate hardware and provided

with necessary reinforcement for hinges, locks, and door closers panic bar etc. The edges

should be interlocked with a bending radius of 1.4mm. For pair of doors integrated

astragals has to be provided on the meeting stile for both active and inactive leaf. Vision

lite wherever applicable shall be maximum 200 x 450mm with clear borosilicate fire rated

glass of 6mm. Glass shall be fixed with suitable gasket and with clip-on arrangement.

The door leaf shall be factory finished with polyester powder coating of minimum

thickness of 30 microns (500 hours of salt spray test) of approved colour and shade all

complete as per manufacture's Specification and as per the directions of Engineer - in-

Accessories Hardware: Fire doorset shall include all accessories like, Fire rated SS

grade ball bearing type hinges of minimum size 100 mm ×75 mm × 3 mm one (3

numbers per leaf upto 2100 mm height or as per test evidence), one number fire rated SS

mortise lock with handle, fire rated door closer

Installation: Post installation hollow space within door frame shall be filled with fire rated

self-extinguishing type polyurethane foam. Rate shall include for supply and installation

of complete door assembly, by the manufacturer. (All mechanical and functional

hardware like hinges, lever handles, door closers with 120 minutes fire rating are to be

used on doors and must conform to relevant IS 3614 :

all as per manufacturer's specification and providing Fire Resistant certification

(manufacturing & installation) as required by local fire statutory authority shall be

furnished by manufacturer of Door assembly (Frame, Shutter, fitting) and all cutting/

planning if necessary, labour for fixing the fittings and fixtures with suitable packing if

necessary including providing and fixing 120 minutes (2 hr) fire rated approved powder

coated steel door set etc. all complete all as per specifications, drawings & as directed by

Engineer in charge.

Side Hung / Casement Aluminium Windows: Providing, supply, fabrication, installing,

fixing, testing, cleaning, protection and handing over the Side Hung / Casement

Aluminium window system, at all levels, locations, floors as per approved drawings

including all labour, material, wastage, transporation, fixing in position, scaffolding etc

complete all as per specifications, drawings and as directed by the Engineer-in-Charge.

The Side Hung / Casement Aluminium Window system shall with stand the wind

pressure of confirming to IS -875 part III. The Side Hung / Casement window system

shall have heavy duty self balancing pivot hinges, three point locking with handle, friction

hinges (250 mm) microwave cured EPDM gasket, non staining weather sealant, SS-304

grade pan head screws etc complete.

Providing and fixing following type of approved quality glass panes for aluminium sliding

windows, of approved manufacturer and fixing with aluminium frame work including

providing and fixing with 2 way EPDM gasketing , to ensure water and air tightness and

neoprene cushions/ gasket accommadated in grooves, necessary SS-304 screws etc all

83.1 complete generally as per drawings specifications and as directed by the Engineer-in- SQM 10.21 1,720.00

Note:- Only clear opening of glass shall be measured for payment.

( 6 mm thick Single Glass Unit (SGU) using heat strengthened (HS) clear float glass of

M/s. Saint Gobain ET/ST series or approved equivalent)

Supplying and fixing in position at all floors, levels & locations, aluminium section

[extruded] for aluminium Side Hung / Casement windows sliding as per drawing of

approved manufactures with extruded sections of Jindal / Indal / Aluminax or other

approved eqivalent sections with size and weights as shown in the drawing, for frames

and shutters [including wastages if any] conforming to relevant I.S specifications, with all

approved shade & colour anodised aluminium fittings and accessories, including

providing and fixing & grouting the gap with polysulphide sealant etc. all complete

generally as per drawings, specifications etc., all as directed by Engineer in charge, but

excluding the cost of glazing, which will be paid separately. (The aluminium system

consist of the extruded aluminium sections of alloy 6063 T5/T6 & tolerances confirming

to DIN / EN standards from approved make and manufacturer. The aluminium sections

83.2 shall have approved shade and colour super durable powder coating with minimum 50 KG 132.68 450.00

micron thickness.

The non visible aluminium sections shall have approved chromatizing treatment. {The

weight of extruded aluminium sections only will be mesured for payment}). The quoted

rate shall be inclusive for providing & fixing heavy duty self balancing pivot hinges, three

point locking with handle, friction hinges (250 mm) microwave cured EPDM gasket, non

staining weather sealant, SS-304 grade pan head screws etc complete. etc of approved

make and design as per drawings.

Sliding Windows: Providing, supply, fabrication, installing, fixing, testing, cleaning,

protection and handing over the Sliding window system, at all levels, locations, floors as

per approved drawings including all labour, material, wastage, transporation, fixing in

position, scaffolding etc complete all as per specifications, drawings and as directed by

the Engineer-in-Charge.

The Sliding Window system shall with stand the wind pressure of confirming to IS -875

part III. The sliding window system shall have SS-304 grade mesh Net shutter panel,

84 drainage gutter profile at bottom track, wool pile with film for weather protection and

complete sir sealing. The shutter engagement shall be minimum of 15 mm at top and

bottom track to ensure stability under deflection of vertical mullions. Including providing

& fixing ball bearing rollers smooth movement of shutters, flush type lock with manual

opeartion, microwave cured EPDM gasket, non staining weather sealant, SS-304 grade

pan head screws etc complete.

Supplying and fixing in position at all floors, levels & locations, aluminium section

[extruded] for aluminium sliding windows sliding as per drawing of approved

manufactures with extruded sections of Jindal / Indal / Aluminax or other approved

eqivalent sections with size and weights as shown in the drawing, for frames and shutters

[including wastages if any] conforming to relevant I.S specifications, with all approved

shade & colour anodised aluminium fittings and accessories, locking arrangements, 2 /

rollers with ball bearings for sliding shutters of approved quality all as shown in the

drawing, including providing and fixing aluminium channel beading / glazing clips fixed

with necessary matching anodised screws, grouting the gap with thermocole &

polysulphide sealant etc. all complete generally as per drawings, specifications etc., all as

directed by Engineer in charge, but excluding the cost of glazing, which will be paid

separately. (The aluminium system consist of the extruded aluminium sections of alloy

84.1 6063 T5/T6 & tolerances confirming to DIN / EN standards from approved make and KG 221.13 620.00

manufacturer. The aluminium sections shall have approved shade and colour super

durable powder coating with minimum 50 micron thickness. The non visible aluminium

sections shall have approved chromatizing treatment. {The weight of extruded aluminium

sections only will be mesured for payment}). The quoted rate shall be inclusive for

providing & fixing built in handle with locking nib/hook, dummy handle, SS locking

closure plate (on frame), adjustable single roller, nylon roller, shutter end PVC cap, anti

dust plugs, screw hole cap, drain cap, wool pile etc of approved make and design as per

Providing and fixing following type of approved quality glass panes for aluminium sliding

windows, of approved manufacturer and fixing with aluminium frame work including

providing and fixing with 2 way EPDM gasketing , to ensure water and air tightness and

neoprene cushions/ gasket accommadated in grooves, necessary SS-304 screws etc all

84.2 complete generally as per drawings specifications and as directed by the Engineer-in- Sqm 17.01 1,847.46

Note:- Only clear opening of glass shall be measured for payment.

( 6 mm thick Single Glass Unit (SGU) using heat strengthened (HS) clear float glass of

M/s. Saint Gobain ET/ST series or approved equivalent)

Round column Rubber guard

Providing and fixing shock absorbing rubber corner guard having size 115x115mm,

height 1000mm and thickness 10mm, manufactured from flexible high strength rubber,

85 embedded with highly reflective weather resistance reflective material, tamper resistant, NOS 273.00 569.00

with black base and tape color options in yellow, white and lime.

Providing, supply, fabrication, installing, fixing, testing, cleaning, protection and handing

over the Aluminium (Z-Type) louvers system, at all floors, levels & locations, aluminium

section [extruded] for aluminium Z type louver system as per drawing of approved

manufactures with extruded sections of Jindal / Indal / Aluminax or other approved

eqivalent sections with size and weights as shown in the drawing [including wastages if

any] conforming to relevant I.S specifications, including grouting the gap with thermocole

& polysulphide sealant, providing & fixing MS brackets etc. all complete generally as per

drawings, specifications etc., all as directed by Engineer in charge. (The aluminium

system consist of the extruded aluminium sections of alloy 6063 T5/T6 & tolerances

confirming to DIN / EN standards from approved make and manufacturer. The

aluminium sections shall have approved shade and colour super durable powder coating

with minimum 50 micron thickness. The non visible aluminium sections shall have

approved chromatizing treatment. {The weight of extruded aluminium sections only will

be mesured for payment}).

The Aluminium Z type louver system shall with stand the wind pressure of confirming to

IS -875 part III. The Aluminium Z type louver system shall have louvers of size as per

drawing and thickness of Z shape louvers, fixed at fixed distance (as per drwing) to

alumnium frame, louver profile to be fixed on 3 mm thick aluminium flat to form a frame,

the louver frame is supported on the aluminium box frame including providing & fixing

SS-316 fastners, necessary MS brackets with SS-316 fastners, EPDM gasket, non

staining weather sealant, SS-304 grade pan head screws etc complete.

Entry Exit Totem

Providing and fixing at location a signs I sign -display signage with 100 mm depth

Aluminium extrusion Alloy 6060 as per European standards EN755-2-2008 tensile

strength 190 MPa typical BHN is 70 from virgin aluminium homogeneous billet) with

Premium grade Anodizing (Thickness 15- 20 microns) Flatness & Twist of profile within

1.5 mm / meter length, with 10 years warranty under normal working conditions. Media

accomodation depth of 8 mm avialble for pasting on dual lock or strong two way adhesive.

M.S fabrication slot of 65 mm depth for internal M.S structure.Media upto 6 mm

thickness can be pasted or mounted with help of dual lock tape .assembled totem can be

87 edge lite with help of edge lite modules or back lite with help of back lite NOS 2.00 97,750.00

modules.CosignTotem profiles screwed fixed with internal M.S structure are installed at

site in plumb and level at specified location as per drawing to the satisfaction of the

engineer-in-charge. Graphics to be done using printed retro reflective material.

Size - 750mm * 1800mm * 100mm

Mounting Type - Ground/RCC

Signage - Lite/Nonlite (As per approved drawing)

Speed Limit/Info sign

Providing and fixing at location a sign using Modular Aluminium extrusions (Alloy

as per European standards EN755-2-2008 tensile strength 190 MPa typical BHN is

from virgin aluminiumhomogeneous billet) with Premium grade Anodizing (Thickness 15-

20 microns) International standards, with10 years warranty under normal working

conditions. Silver anodised aluminium 80 x 80 mm outer size (octagonal shaped) cover

list anodised profile to hide screw fittings of pole and M.S structure . M.S structure of 'C'

channel made by joining two 'L' angles 35x35x3 mm Pole to be screw fitted into

fabrication, actthed to with 50mm depth aluminium frame for media signage mounting

with media accomodation depth of 6mm , frame screw fitted at multiple position along

vertical and horizontal side facing the octagonal pole. (size as per drawing) with in built

88 slots to accomodate media (ACP,ACRYLIC,PLY etc) cover list profile used to specify left NOS 15.00 28,750.00

out below portion for display installed with fixbox alumnium component provided with

system for Text panel fixing with pole sign to be installedat site in plumb and level at

specified location as per drawing to the satisfaction of the engineer-in-charge. Graphics to

be done using printed retro reflective material.

Size - 460mm * 600mm (Frame) * 2400mm Pole Height

Mounting Type - Ground/RCC

Signage - Lite/Nonlite (As per approved drawing)

Parking Suspended Signs

Providing a signs made as using Modular Aluminium extrusions (Alloy 6060 as per

European standards EN755-2-2008 tensile strength 190 MPa typical BHN is 70 from

virgin aluminium homogeneous billet) with Premium grade Anodizing (Thickness 15-20

microns) as per International standards, with 10 years warranty under normal working

conditions.Sign is double sided 50 mm depth profile with media accomodation depth of

mm media of ACP acrylic upto 3 mm thickness can be pasted directly on frames or

attched on frame with help of dual lock tape.Sign can be edge lite with help of edge lite

89 led modules ,led of LUCOLED make EL31 ,Sign to be fitted and installed at site in plumb NOS 25.00 21,965.00

and level at specified location as per drawing to the satisfaction of the engineer-in-charge.

Graphics to be done using printed retro reflective material.

Size - 1200mm * 300mm * 50mm

Mounting Type - Ceiling Suspended

Signage - Lite/Nonlite (As per approved drawing)

Door Nameplate Sign

Providing a signs made as using Modular Aluminium extrusions (Alloy 6060 as per

European standards EN755-2-2008 tensile strength 190 MPa typical BHN is 70 from

virgin aluminium homogeneous billet) with Premium grade Anodizing (Thickness 15-20

microns) as per International standards, with 10 years warranty under normal working

conditions.Sign is single sided with 1 aluminium profile click fitted on 2 plastic moulded

endcaps.Sign is including all plastic injection moulded end caps black in shade which are

directly press fitted ,media can be flat bed UV printed on panels/ profiles.Cosign make

90 MPI panels fitted and installed at site in plumb and level at specified location as per NOS - 776.25 -

drawing to the satisfaction of the engineer-in-charge. Graphics to be done using printed

retro reflective material.

Size - 300mm * 156mm * 12mm

Mounting Type - Door/Wall

Signage - Nonlite

Building Directory Sign

Providing a signs made as using Modular Aluminium extrusions (Alloy 6060 as per

European standards EN755-2-2008 tensile strength 190 MPa typical BHN is 70 from

virgin aluminium homogeneous billet) with Premium grade Anodizing (Thickness 15-20

microns) as per International standards, with 10 years warranty under normal working

conditions.Sign is single sided with aluminium side tracks and common click clips for

panel fitting. a.Sign is including all plastic injection moulded clips black in shade which

91 are slided in side tracks ,media can be flat bed UV printed on panels/ profiles.Cosign Sqft 10.00 2,070.00

make MPI panels fitted and installed at site in plumb and level at specified location as per

drawing to the satisfaction of the engineer-in-charge.

Size - As per Drawing

Mounting Type - Wall

Signage - Nonlite

Floor Directory Sign

Providing a signs made as using Modular Aluminium extrusions (Alloy 6060 as per

European standards EN755-2-2008 tensile strength 190 MPa typical BHN is 70 from

virgin aluminium homogeneous billet) with Premium grade Anodizing (Thickness 15-20

microns) as per International standards, with 10 years warranty under normal working

conditions.Sign is single sided with aluminium side tracks and common click clips for

panel fitting. a.Sign is including all plastic injection moulded clips black in shade which

92 are slided in side tracks ,media can be flat bed UV printed on panels/ profiles.Cosign Sqft 10.00 2,070.00

make MPI panels fitted and installed at site in plumb and level at specified location as per

drawing to the satisfaction of the engineer-in-charge.

Size - As per Drawing

Mounting Type - Wall

Signage - Nonlite

Staricase ID Sign

Providing a signs made as using Modular Aluminium extrusions (Alloy 6060 as per

European standards EN755-2-2008 tensile strength 190 MPa typical BHN is 70 from

virgin aluminium homogeneous billet) with Premium grade Anodizing (Thickness 15-20

microns) as per International standards, with 10 years warranty under normal working

conditions.Sign is single sided with 1 aluminium profile click fitted on 2 plastic moulded

endcaps.Sign is including all plastic injection moulded end caps black in shade which are

93 directly press fitted ,media can be flat bed UV printed on panels/ profiles.Cosign make NOS 10.00 776.25

MPI panels fitted and installed at site in plumb and level at specified location as per

drawing to the satisfaction of the engineer-in-charge.

Size - 300mm * 156mm * 12mm

Mounting Type - Door/Wall

Signage - Nonlite

Providing a signs made as using Modular Aluminium extrusions (Alloy 6060 as per

European standards EN755-2-2008 tensile strength 190 MPa typical BHN is 70 from

virgin aluminium homogeneous billet) with Premium grade Anodizing (Thickness 15-20

microns) as per International standards, with 10 years warranty under normal working

conditions.Sign is single sided with 1 aluminium profile click fitted on 2 plastic moulded

endcaps.Sign is including all plastic injection moulded end caps black in shade which are

directly press fitted ,media can be flat bed UV printed on panels/ profiles.Cosign make

94 MPI panels fitted and installed at site in plumb and level at specified location as per NOS 10.00 592.25

drawing to the satisfaction of the engineer-in-charge. Graphics to be done using printed

retro reflective material.

Size - 200mm * 156mm * 12mm

Mounting Type - Wall/Door

Signage - Nonlite

Providing a signs made as using Modular Aluminium extrusions (Alloy 6060 as per

European standards EN755-2-2008 tensile strength 190 MPa typical BHN is 70 from

virgin aluminium homogeneous billet) with Premium grade Anodizing (Thickness 15-20

microns) as per International standards, with 10 years warranty under normal working

conditions.Sign is single sided with 1 aluminium profile click fitted on 2 plastic moulded

endcaps.Sign is including all plastic injection moulded end caps black in shade which are

95 directly press fitted ,media can be flat bed UV printed on panels/ profiles.Cosign make NOS - 476.10 -

MPI panels fitted and installed at site in plumb and level at specified location as per

drawing to the satisfaction of the engineer-in-charge.

Size - 156mm * 156mm * 12mm

Mounting Type - Wall/Door

Signage - Nonlite

Lift Number Sign

Providing a signs made as using Modular Aluminium extrusions (Alloy 6060 as per

European standards EN755-2-2008 tensile strength 190 MPa typical BHN is 70 from

virgin aluminium homogeneous billet) with Premium grade Anodizing (Thickness 15-20

microns) as per International standards, with 10 years warranty under normal working

conditions.Sign is single sided with 1 aluminium profile click fitted on 2 plastic moulded

endcaps.Sign is including all plastic injection moulded end caps black in shade which are

directly press fitted ,media can be flat bed UV printed on panels/ profiles.Cosign make

96.00 MPI panels fitted and installed at site in plumb and level at specified location as per NOS - 592.25 -

drawing to the satisfaction of the engineer-in-charge. Graphics to be done using printed

retro reflective material.

Size - 200mm * 156mm * 12mm

Mounting Type - Wall/Door

Signage - Nonlite

Lift in case of fire use stair

Providing sign of Modular Aluminium extrusions (Alloy 6060 as per European standards

EN755-2-2008 tensile strength 190 MPa typical BHN is 70 from virgin aluminium

homogeneous billet) with premium grade anodizing (Thickness 15-20 microns) as

peinternational standards, with 10 years warranty under normal working conditions.

Profile to form frame with overall depth of 10 mm with media of thickness upto 3mm.

mm thick acrylic/ACP . I-sign Fix profile of Cosign make with M.S zinc coated corners

97.00 with grub screws. Installed at site in plumb and level at specified location as per drawing NOS - 807.30 -

to the satisfaction of the engineer-in-charge. Graphics to be done using printed auto glow

Size - 250mm * 150mm * 10mm

Mounting Type - Wall

Signage - Photoluminescent

Fire extinguisher Sign

Providing sign of Modular Aluminium extrusions (Alloy 6060 as per European standards

EN755-2-2008 tensile strength 190 MPa typical BHN is 70 from virgin aluminium

homogeneous billet) with premium grade anodizing (Thickness 15-20 microns) as

peinternational standards, with 10 years warranty under normal working conditions.

Profile to form frame with overall depth of 10 mm with media of thickness upto 3mm.

mm thick acrylic/ACP . I-sign Fix profile of Cosign make with M.S zinc coated corners

98.00 with grub screws. Installed at site in plumb and level at specified location as per drawing NOS 10.00 917.70

to the satisfaction of the engineer-in-charge. Graphics to be done using printed auto glow

Size - 300mm * 150mm * 10mm

Mounting Type - Wall

Signage - Photoluminescent

Emergency Exit Sign

Providing ready sign & fixing at location a Cosign make emergency exit sign- illuminated,

surface mount (wall or ceiling) Dual sided made up of plastic material , battery backup of

3 hours (180 mins) .Battery life of 300 cycles of charge & discharge Li- ion battery

Volt, 100 mA, Charge time of 24 hours. Input voltage 220-240 Volt A.C, 50/60 Hz.

Viewing distance 30 meter, degree of protection IP20 (rating for protection against solid

object upto 12 mm) white light colour full back (white colour) LED illumination with green

white coloured graphic inserted on both sides on 0.4 mm PC (sizes, texts, symbols or

graphics as per standard safety norms & regulations) graphic options of -left ,right, up

staircase down staircase. Test facilty button self test plus auto self test, opreration in

maintained and non maintained mode (power saver mode).Sign with 12 months warranty

99.00 for electric circuit & 6 months warranty for battery. Sign provided with dual mounting NOS 10.00 3,783.50

arrangement of mounting on wall & celing both ( with flat rigid support/base).Sign is

including all connection wires (upto 1 mtr) & high tensile strength zinc coated self

tapering screws (4 nos with screw wall plastic packing), installed at site in plumb and

level at specified location as per drawing to the satisfaction of the engineer-in-charge.

Size - 310mm * 225mm * 55mm

Mounting Type - Ceiling

SS Staircase railing

Providing & fixing stainless steel work for pipe hand rail at staircase, Entrance Ramp and

other stainless works such as spool pieces, pipe sleeves etc, at all floors, levels & location

conforming to SS-304 grade of steel preferably schedule-10, using SS pipe in horizontal

at top, vertical, inclined including solid pipes as per drawing or as per pattern & design

approved by EIC and including necessary S.S bend, tees, Embeded plates, nuts, SS

bolt,necessary welding, anchoring with SS anchor fastner of M/s Hilti, grinding, buffing,

polishing and fixing in concrete / wall with S.S lugs, making pockets, concreting, making

good the surfaces etc. as per specifications, drawings and as directed by Engineer-in-

Charge. ( Note:- For payment purpose only weight of stainless steel members shall be

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

Supply, Installation, Testing, Commissioning of- Electromechanical boom barrier with a 3-

meter boom arm for car and 1.5mtr boom arm for bike lane, And a 0.6-second

opening/closing time. Key features include a corrosion-resistant powder-coated cabinet,

die-cast aluminium motor with thermal radiating and cooling fan, and 100% duty cycle

101.00 with an MTBF of 10 million cycles. Safety features include manual release, obstacle NOS 4.00 1,77,750.90

reversal, auto-closing, and support for external photocell and vehicle loop detectors. The

system operates on 220V/110V at 50/60Hz, with IP54 protection, a motor torque of

300Nm, and a working temperature range of 0°C to 65°C.

Drinking WATER COOLER

Refrigerant: R-134a

Compressor type: Reciprocating

Full stainless Steel Body

Full Stainless Steel Water Tank

No of Faucets: 2 (Cold)

Water Drainage option for Cleaning tank: yes

Water temperature controller: Yes (Manual)

102.00 Cooling Capacity - 60 Lit/hr NOS. 8.00 50,000.00

Storage Capacity - 120 Lits

Size: 730 mm X 549 mm X 1230 mm

1. Supply, Installation and Commissioning of equipment which includes preparation of

shop drawings, supply, packing and forwarding, delivery to site,

including transit insurance arrangement, unloading, handling and storage at site, final

assembly at designated rooms at any floor level.

2. All dimensions are in M.M. unless mentioned otherwise.

Providing and fixing FRP grating having size as per detailed drawing to bear respective

traffic load for drain channels at all level. The same shall be fixed in MS frame (size 50 x

50 x 6mm) to receive numbers of grating pre-approved by EIC. MS frame shall be fitted

103.00 with hold fast and others in CC / masonry work in true line and level with one coat of Sqm 422.10 3,300.00

zinc oxide + two coats of oil paint, colour shall match with grating as approved by EIC.

FRP Grating for Storm Water Drain

Road marking with hot applied thermoplastic paints with reflectorising glass beads on

bitumen surface providing and laying a hot applied thermoplastic compound 2.5 mm

thick including reflectorising glass beads @ 250gms per sqm area, thickness of 2.5mm is

excluding of surface applied glass beds as per IRC:35-2015. The finished surface to be

level, uniform and free from streaks and holes. zebra patta /bump patta lane/center line/

edge line/cut patta. The white color marking should provide luminance coefficient on

104.00 cement road shall be min 130 mcd/m2/lux and Asphalt road shall be min 100 Sqm 330.00 307.38

mcd/m2/lux during the service life during the day time. The marking should meet the

performance criteria for night time reflectivity, wet reflectivity and skid resistance as

mentioned in the section-15 of IRC 35-2015. Warranty for the Retro reflectivity should be

FOOD Kiosk Container – Providing, fabricating, supplying and installing in True line &

level on specified level as per detailed drawings for Pre-fab Factory Made Portable

Container type Food Kiosk Counter in Hot dip Galvanised Structural members and GI

Sheet having size of 20' x 8' x 8' with following facilities inside of each compartment as

per specifications:

(1) Work table (Type 1) in one number of size 3910 x 600 x 925 mm or as per drawing

and provision for 2 nos. under counter refrigerator to be made as per specification

(2) Work table (Type 2) in one number of size 2340 x 600 x 925 mm or as per drawing

and to be provided with 250mm height shelf under the counter top with SS supports &

(3) 2 no's SS Sink unit & bottom pipe shelf as per drawing & 1 no SS pipe shelf mounted

above sink unit on wall with SS 316; size: 1370x300 mm at 600mm from top of sink.The

unit shall be fabricated with 3 openable shutter as shown in drawing.

(4) All the preparation tables & sink tables should have 16 GA fabrication sheet at the top

105.00 and the grade of steel used should be SS 316(Jindal Make). NOS 4.00 17,50,000.00

(5) Side wall ventilation (type-1) in one number of size 755 x 158 mm to be provided

horizontally as per drawing. Unit to consist of 03 such vents separated by the structural

frame of the container as indicated in drawings.

(6) Side wall ventilation (type-2) in two numbers of size 755 x 158 mm with exhaust fan

(outer size 158x158mm)of preferred make and model as per drawing.

(7) Back wall ventilation (type -1) in three number of size 1175 x 158 mm to be provided

horizontally as per drawing. Vents shall be provided from the center of the wall and

separated by the structural frame of the container.

(8) Back wall ventilation (type-2) in two numbers of size 1150 x 158 mm with exhaust fan

(outer size 158 X 158 mm)of preferred make and model as per drawing. All vents to be

provided from the centre of the wall separated by structural frame of the drawing. Each

ventilation opening to have 50 mm wide MS plate frame projecting from the outer surface

of the container on all 4 sides.

(9) Two service windows with flap door of size 1360 x 1025 mm at the front longer side on

container. Window sill to be at 925 mm height from the container floor finish level.Each

window to be fitted with 900mm height flap shutter foldable to 500mm, where the

mm portion serves as a counter top when open and the remaining 400 mm folds back

anchored to the container. Features include a 125 mm height perforated panel at the top,

03 hooks on the outside for counter anchoring, and 04 nos. hook and stopper for internal

(10)Main Door of size as per specification and drawing. Outside handle to be vertical D

Type (minimum 450mm high and 25mm diameter) with the top fixed at 1200mm from

the door bottom. Entry shall include 01 No. aldrop installed on the adjoining part and a

door closer provided at a level of 900mm from the door bottom. Inside shall be provided

with a mortise handle set with lever mortise lock (horizontal lock). Door must be fixed at a

proper level to avoid obstruction while closing.

(11) Flooring to be covered with PVC vinyl sheet with proper drainage for water.

(12) Inner wall & ceiling shall be finished with Cement board including painting.

(13) 1 no Waste Bin Trolley below Sink with size of 375mm dia & 650mm Height with

(14) Three fans of 1200mm dia

(15) Electrification: It is provided with 6 Nos. of LED light (15Watt) & 6 No. 25Amp.

Switch & socket & on/off switch for commercial kitchen equipment, Points.

(16) To be provided with 1 no of water tank (Sintex/equivalent Make) made of Plastic

having capacity of 500 ltr. All welding joint should be TIG welded. The supplier should

have manufacturing set up should be certified with EN-15085 and ISO 9001:2015 from a

recognized third party agency.

17) Supply and Fixing of mechinical foam type Fire Extingusher conforming to IS

15683:2018 as per the required capacity of 6 liters to 9 liters.

Notes: 1) Contractor shall provide 10 years guarantee for container materials & facility

inside material & accessories including 1 year defect liabilities period & 4-years M&R

2) Refer Container specifications attached in Specification Volume.

3) Contractor shall connect all water supply and drainage services to the given point in

external water and drainage network system as directed by EIC.

4) All the ironmongery shall be as approved by architect.

5) All structural members must be hot dip galvanised.

6) All Furniture shall have edge banding

7) All structural members shall be painted with 300-500 micron of Epoxy paint system

with PU top coat of 50-60 micron as per manufacturer specification with 10 years

8) Container shall be fire proof & shock proof.

Supplying, providing, placing, installing and fixing in position in true line and level as per

detail drawing approved by EIC, MODULAR TOILET PARTITIONS along with specified

brand or approved equivalent of size as per detail drawings, Floor mounted including

providing and fixing all accessories, fixtures, fastenings, hinges, anchorages, all hardware

with approved locking arrangement as recommended by manufacturer and as approved

by EIC etc. complete as directed, at all levels. Item description:

Cubicle size - 900mm x 1550mm x 2100 mm (height is including 150 mm gap from

Colour of Boards : As per the Shade card - approved by EIC. Thickness of Compact Sheet

: 12mm (min.). Material:Compact Laminate in panels. Made from solid grade compact

high-pressure laminate as per IS:2046 and EN438- manufactured under high specific

pressure > 5 MPa and temperature 120° C with bunch of kraft papers impregnated with

thermosetting phenolic resin and decorative papers made of cellulose fibre impregnated

with thermosetting melamine resin which provide superior scratch, abrasion, heat,

106.00 chemical, impact, graffiti & moisture resistance along with anti-bacterial properties. NOS 40.00 34,200.00

Panels have a black core that when machined, presents a distinctive black edge. Size of

panels to be as per drawing.

Door size - 1750 x 600(H X W)

All doors will be of single colour and made of 12 mm thick HPL compact panel. The doors

will have chamfered edges. Each door will be supported by 3 stainless steel made hinges

affixed to the pilasters. Stainless steel made coat hook and Lock set (comprised of Thumb

turn and occupancy indicator) are provided with each door. All the doors will be routed at

the vertical ends and the rubber sponge lining will be incorporated at the routed ends.

Pilaster dimension - 1830 x 300 (H X W).

All pilasters will be made of 12 mm thick HPL compact panel with chamfered edge and

completed with stainless steel made thumb turn lock set. Pilasters will be anchored to the

floor using stainless steel made adjustable legs. All pilasters will be routed at their

vertical ends to facilitate closure of doors. The bottom gap is 150-100 mm.

Dividers - 1775 x 1550 (H X W)

All intermediate partitions or dividers will be made of 12 mm thick HPL compact laminate

panels. They are affixed with stainless steel made U-channel at their ends for ultimate

stability of the system.

Hardware and Accessories Details : below mentioned all accessories – Stainless Steel -

a) Adjustable Pedestal Footing of base diameter 60 mm made from Stainless steel grade

316 giving an adjustable height of 100mm to 150mm. Surface finish to be matt type.

b) SS U -Channel

c) SS F Channel

107.00 d) SS Door Stopper Channel

e) SS Top Rail with circular cross section (Diameter 32mm). Surface finish will be mirror

f) SS Coat Hook with rubber stopper made from Stainless steel grade 304. Surface finish

to be lacquer type.

g) SS Privacy Thumb turn c/w Occupancy Indicator made from Stainless steel grade

Surface finish to be lacquer type.

h) Round Door knob diameter 30 mm with grooves for better hand grip made from

Stainless steel grade 304. Surface finish to be matt type.

I) SS Spring Loaded Butt Hinges with Cover

j) Anti-noise rubber padding of thickness 2 mm and width 10 mm

k) Screws & Wall Plugs. Stainless steel grade 304 screws.

l) Tubular panel holder made of stainless steel grade 304. Surface finish will be lacquer

m) Corner joinery section made from Stainless steel grade 304. Surface finish to be brush

type. A thin plastic film pasted for surface protection. Size to be 35mm x16.4mm x

Supplying, providing, placing, installing and fixing in position in true line and level as per

detail drawing and approved EIC, Modular Toilet Urinal partition UMP along with

specified brand or approved equivalent of size as per detail drawings, Colour of Boards :

As per the Shade card - approved by EIC.

Item description:

The Urinary Panel has a 12 mm thick High Pressure Laminates (HPL) Compact Board,

with a recommended panel width dimensions of 400-500 mm. The size of the panel is

mm (W-Top) X 400 mm (W-Bottom) X 1200 mm (H), with the overall height of 1200 mm.

Final Size of Partitions : As per drawing given - shop drawings approved by EIC.

Accessories Details : below mentioned all accessories –

Stainless Steel - 304 Grade made 2 brackets used to fix each urinal panels to the walls.

Providing and installing outdoor convex mirror of size 600mm diameter, 130 degree

109.00 viewing angle, polycarbonate construction, vandal resistant with and without MS pole. NOS 10.00 4,242.00

Providing and installing the speed breaker of PVC material with size of 250x350x50mm

and/or 250x450x60mm on the cement concrete surface of the road with labour and all

110.00 the necessary accessories, hexacore design, oil resistance, chemical resistance, water NOS 20.00 1,568.53

resistance, UV stabilized, non fading colors, with reflector tape.

Providing and fixing in Stainless steel Floor Mounted Dustbin with dimensions and design

as per Architect selection, in SS 316, Dual bins with 50 liters each having Matt / Mirror

111.00 Finish including required foundation, anchor bolts and fixing details etc. completed as NOS 25.00 15,208.00

directed by EIC. Including Minimum 2 mockups for approval complete as per instruction

of engineer in charge.

Supplying and fixing in position various dia GI pipe for sleeves, using 'B' class (medium

duty) GI pipes of any diameter as per requirement and as per drawing for sleeves etc.

including cutting, placing in position, bending, welding, in line and level, at all levels &

112.00 location including painting with one coat of approved zinc chromate primer, scaffolding. KG 2,000.00 165.00

labour, wastage etc. complete all as per specifications, drawings and as directed by the

Engineer in charge

Design, Supply, Fabrication and Installation of Membrane Panels of combination Mesh

as per the deesign. Membrane shall be Fiberglass fabric EC 6 filaments and Both sides

multi-layer Polytetrafluoroethylene reinforced coating having minimum Weight of

g/m2. The Fabric shall have minimum 21% openness porosity for Maximum Light

Visibility with minimum Tensile Strength (Warp/ Weft) - 6000/ 6000 N/5cm, minimum

Tear Strength (Warp/ Weft) -500/500 N/5 cm. Fabric Flame Retardancy Rating to be Non

combustible class A2/DIN 4102 — A2-s1,d0/EN 13501 — ASTM E136 — ASTM E84 —

NFPA 701 —Cal T19. Warranty of 10 years and Life span of 35 plus years with proven

track record. The applicator to submit the fabric load analysis for approval of fabric. Cost

shall include the supply of fabric/SS Cables with end terminals minimum 25mm

thickness for main grid and minimum 10mm thickness for edge cable alongwith all the

accessories. Fabric Flame Retardancy Rating to be Euro Class - Bs2, d0, Micro Organism

Resistance-Degree 0 Excellent – EN ISO 846-A and Warranty of 10 years and Life span of

30 plus years with proven track record. The design complies with the requirements of BS

113.00 and, EU Standards. The tension membrane structure shall include engineering design of Sq.ft 12,000.00 1,250.00

structural members and accessory parts. Membrane systems shall include PVC/ PVDF

coated Membrane Fabric, Clamps and tensioning hardware as per specification, drawings

and engineers’ approval. Vendor to provide an OEM certificate for authorisation. The

Mesh must withstand its Self-load and windspeed resistance of up to 180-200kmph. All

the accessories like GI Cables, Turnbuckels,Brackets to be fixed to the substructure/Civil

work considering the weathering effects(windspeed/loadbearing capacity/Structural

strength). Fabric analysis report shall be provided by vendor to understand the load

calculation. Steel consumption to be provided by vendor.The entire system has to be

backed up by a structural stability report.MS Built-up section/Tubular Structure ( MS

built-up section :-Rolled section & plates confirming to IS 2062 Grade Yst 350,Tubular

Structure:- made from Steel hollow sections, ISI marked from SAIL / RINL /

TATA/JINDAL, conforming to IS 1161/4923/1239, Minimum Yst 240 thickness upto

in the profile shape as per drawings with special plate connector, pinion joints, Plates,

hollow sections etc. with special plate connectors, pinion joints, plates, hollow sections

including Preparation of detailed fabrication and erection drawings of Structural steel

work from design drawings issued by Engineer-In-Charge and incorporation of Engineer-

In-Charge's comments on same, ransportation from fabrication yard, cutting , threading,

machining, leads and lifts upto all heights, tools and plants and necessary scaffolding etc.

required for all operations involved to make structure of Tensile Membrane shade. The

tubular structure system with plate connectors, pinion joints, etc. is to be provided. The

structure has to be provided as per conceptual drawings of Tensile fabric profile

including all arch beam, curved lateral beams and bracings, vertical support columns,

nodal joints, ,bases of columns and high tensile bolts of grade not less than 10.9 having

black phosphate coating. The complete structure to be Hot Dip Galvinized along with one

coat of epoxy primer and two coats of Polyurethane paint on steel work at all locations

prepared by sand blasting in required minimum 210 micron DFT (dry film thickness) for

each coat as specified in particular specification. Required detailed shop drawing and

sample is needs to get approved from the project Architect before execution on site. Work

shall be carried out as directed by the Engineer-In-Charge. Make List-Serge

Ferrari/Sherfil/Chucko/F.I.T/Fibertech

STRUCTURAL STEEL WORK

Fabricating, supply and erecting in position Standard Structural steel sections

conforming to IS 2062 for all structural steel works using ISMB, ISA, ISMC, MS plate,

flat, square bars, pipe, square pipe ,etc. including welding, cutting, wastage, etc.

complete. The rate is inclusive of welding road, supply & fixing of correct size nut, bolts,

washers, paint, with all contractor's materials, labour, tools & plants, in bolted / welded

construction as directed by Engineer-in-Charge. Anticorrosive paint must be applied

before applied any paint. The rate shall inclusive of providing and applying Epoxy Coating

of approved shade, brand and manufacture on new structural steel work with one coat of

114.00 30 micron (DFT) of Epilux 4 Zinc Rich primer of Berger Paint India Ltd or equivalent as Kg 27,300.00 117.35

primer and Two coat each of 35 micron (DFT) of Epilux 84 High Gloss CR enamel of

Berger Paint India Ltd or equivalent at all levels. (Total DFT is 30+35+35=100 microns).

The waste cut pieces shall not be included in the paying quantity. The work shall be done

as per drawing and specification. The work shall be carried out as per IS:800, IS:816 with

its latest amendments.

For Dry Deck Fountain : Providing, fabricating, assembling, hoisting/ erecting and fixing

in position at all heights/ all levels/ all floors/ all shapes & sizes with all leads & lifts

using Hot dip Galvanised with min. 140 micron thk after sand blasting over MS Rolled

Steel Sections, Hollow sections, Tubular Sections, MS Plates, Chequered Plates, MS Pipes,

Perforated Sheet, Flats, Bright Bars, Angles, MS Sheet, Girder, Beam, cattle trap. deep

threaded MS bolts, threaded J bolts, insert plate, support plate etc as per drawing. all

confirming to latest relevant IS codes for the work of steel structures like gratings over

drain channel, I beams, staircases, railings, handrail, jali, gates, grills, bracings,

platforms, brackets, monkey ladder, cattle trap, windows, pipe rack, rungs, false ceiling

frame work, 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

114.00 and shape/ profile; ii) Smooth grinding/ machining of edges/ faces/ all welding joints; KG 2,500.00 165.00

iii) Necessary welding (electric arc welding) for required weld lengths and sizes. iv)

Machine drilling of holes for joining/ anchoring (Standard measurements will be paid for

as actual cut length used at site). The rate shall include dry sandblasting, degreasing &

preparation of rustfree surface manually or mechanically, applying chemical pre-

treatment to the prepared surface to improve adhesion of subsequent coat, 2 coat of

Epoxy paint (total min 150 micron thick) and 1 coat of PU Paint (min 60 micron thick) of

approved shade of paint over all the surfaces of the steel sections or as specified in the

drawing. Note: The contractor shall submit fabrication drawings based on construction

drawings (that may be issued during construction period with at least one mock up

approved by architecture ) for approval by the Architect/ Engineer.

The fabrication work shall start only after approval of the fabrication drawings submited

by contractor. Any change required in the fabrication drawings shall be carried out at No

extra cost. Fabrication shall be in a perfect architectural workmanship manner and as

provided in section V & VI of IS 800 & IS 7215. Welding shall be carried out by qualified

welders/ fabricators.It should also include the cost of necessary scaffolding/ staging, zinc

coated nut-bolt as required for safety, structural stability of all works at site. Any change

required in the fabrication drawings shall be carried out at No extra cost. Fabrication

shall be in a perfect architectural workmanship manner and as 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/factory), bolting wherever necessary, in position welding of required length,

grinding, finishing edges, filling & finishing the welded spots & gaps with grout/ sealent/

applying chemical pre-treatment to the prepared surface to improve adhesion of

subsequent coat, 2 coat of Epoxy paint (total min 100 micron thick) and 1 coat of PU

Paint (min 50 micron thick) of approved shade etc. complete. with zinc coated nut-bolt as

required for safety, structural stability of all works at site. Breaking of floor for anchoring

and its repair shall be also be included for this work.

LANDSCAPING WORK

Soil for peripheral planters/Planter Soil in-situ (typical)/Lawn soil

Providing, Supplying, Stacking, Mixing, Filling, Spreading, Grading, Cleaning & Removal

of stone, gravel, plants & roots, branches, etc. at sub-base level including spraying of Anti-

termite chemical as per manufacturing specifications at bottom and sides of pits,

trenches, engineered soil etc. complete with watering. Engineered soil consisting of

selected soil or murrum or agricultural soil brought from out side including

compensation for Good Soil / Agricultural Soil, Selected graded River sand & Organic

manure should be well rotten and of standard quality ( all three as selected by Architect

only ), in proportion of 60%,20% & 20% respectively. Contractor shall follow detailed

115.00 drawing and provide workmanship like manner for prior approval & under supervision CU.MT 960.48 530.00

qualified Horticulture having 10 years experience. It allows for uproot, polving, weeding

etc. for at least twelve months of after final plantation including watering. Excavation for

trenches and pits shall be paid extra under relevant item. Measurement shall be as per

drawing size including volume of poly bag size. The pit size for tress and palms is 0.9 m x

0.9 m x 0.9 m and excavating depth for Shrubs is 450 mm and for Ground cover

Providing and planting ( as directed by the consultants / Engineer in charge) well grown

116.00 saplings of big trees species (as listed below) and planting the same as directed and

maintained till well established. (About 45 Days)

Cassia Fistula (Amaltas), Tabebuia Rosea (Pink Trumpet tree) Champa (Red/white)

116.10 Polyalthia Longifolia (Asopalav), Terminalia Mantaly (1.50 mt. – 2.00 mt. height) NOS 100.00 950.00

Supplying and planting Saplings (as directed by the Consultants / Engineer in Charge) of

Jatropha, Canna Indica, Spider lili, Tabernarmontana, Nerium oleander Pink - White

Supplying and planting Saplings (as directed by the Consultants / Engineer in Charge) of

118.10 Pandanud baptistii, Wedelia trlobata, Rhoeo tricolor NOS 1,000.00 30.00

Supplying and planting Saplings (as directed by the Consultants / Engineer in Charge) of

119.10 Doob Grass, Buffalo grass SQM 1,000.00 30.00

Supplying and planting (as directed by the Consultants / Engineer in Charge) of Creepers

120.10 Trachelospermum jasminoides - Star jasmine NOS 100.00 225.00

120.20 Passiflora incarnata - Krishna kamal NOS 100.00 260.00

TOTAL CIVIL AMOUNT

PLUMBING WORKS - CONSTRUCTION OF PUBLIC PLAZA AND UNDERGROUND PARKING FACILITY AT SANSKAR KENDRA - TAGORE HALL CAMPUS CONNECTING RIVERFRONT FOR SRFDCL.

Description Unit Rate Amount

SANITARY FIXTURES AND FITTINGS

Providing and fixing wash down wall mounting EWC-P of approved shade, conforming to Pattern 2 of IS: 2556 (Part -II), with SWR Self it Soil

PVC pipe and plug bend as per specifications; glazed vitreous / Coloured European Water Closet with flush tank, connecting PVC 110mm

dia soil pipe with PVC coupling, nuts, mounting cistern on WC., Ragbolt, Gasket Fitiiing and solid verity heavy duty plastic seat cover as per

IS-2548, of approved make; hole in walls/slab/beam and making good etc. complete as per directed by the Engineer's Representative.

1.01 EWC-P with PP Soft close Seat cover, Cistern with cistern fittings:

W.C Wall Hung : Jaquar, Model No. : ARS-WHT-39953BIUFSM

Concealed Cistern : Jaquar, Model No. : JCS-WHT-2400FS

Flush Plate : Jaquar, Model No. : JCP-CHR-292415

Providing and fixing of Hand Shower (Health Faucet), with 8mm Dia,1Rmt Long pvc Tube and Wall Hook accessories to .complete the item

etc. complete as per directed by the Engineer's Representative.

Health Faucet :Jaquar, Model no. ALD-CHR-565 Nos. 36.00 1450.00

Receiving, Checking, Handling, Fixing, Testing and Commissioning of C.P. 2 Way bib cock with angle Valve of best quality (as approved by

the Engineer-in-Charge).

2 Way Bib Cock :Jaquar, Model no. FLP-5041PM Nos. 36.00 2100.00

Providing and fixing White glazed vitreous Oval Wash Basin Under-Counter, size 560x430x195 mm., with supporting M.S. or C.I. Brackets,

necessary pipe connection up to the outside face of the wall, having Telephonic Black / Colour Granite of 180 mm thick fixed on Black

Kadappa Framework, Waste coupling 32 mm size full thread with 80 mm height Chrome plated, Bottle trap Chrome plated , Pressmatic Pillar

Cock including necessary fittings with wall Flange etc. complete in all respects including cutting and making good the walls etc. complete

as per directed by the Engineer's Representative.

Wash basin : Jaquar, Model No. : FLS-WHT-5701

Waste coupling : Jaquar, Model No. : ALD-CHR-705

Bottle trap : Jaquar, Model No. : ALD-CHR-769L300X190

Providing and fixing of C.P. copper connecting pipe 450 mm long and nuts, washer and brass flange complete, including cutting and

making good the wall where required etc. complete as per directed by the Engineer's Representative.

1.05 Braided Hose Copper Pipe : :Jaquar, Model No. :ALD-CHR-805B

Providing and fixing 15mm C.P. brass angle valve with wall flange complete, including cutting and making good the wall where required

etc. complete as per directed by the Engineer's Representative.

Angle Valve :Jaquar, Model No. :OPP-15053PM Nos. 24.00 1305.00

PLUMBING WORKS - CONSTRUCTION OF PUBLIC PLAZA AND UNDERGROUND PARKING FACILITY AT SANSKAR KENDRA - TAGORE HALL CAMPUS CONNECTING RIVERFRONT FOR SRFDCL.

Description Unit Rate Amount

Providing and fixing C.P. brass liquid soap container of best quality etc. complete as per directed by the Engineer's Representative.

1.07 Liquid Soap Container : Jaquar, Model no. ACN-1137N

Providing and fixing white vitreous china flat back Urinal of size 385x325x635mm as per IS-2556 (Part-2) with C.I. hangers and pipe to wall with

C.P. flange with Sensotronic Sensor Type Urinal flush valve with installation box with control valve Battery / Electric operated automatic

flushes of approved make. System provided with a solenoid valve and valve connected to a 6 volts lithium battery. Unit automatically

serves (the range in about 40 cms) and flushes in two steps. The pre flush is for 2 seconds duration and the final flushing is for 7 seconds

duration. The outlet from the flusher shall be connected to urinal with required braided pipes from sensor to urinal flush connection in fixture.

complete including cutting and making good the walls wherever required etc. complete as per directed by the Engineer's Representative.

Urinal :Jaquar : URS-WHT-13255

Urinal Sensor ,Jaquar, SNR-51097

Providing and fixing in position best Indian make toilet recessed type paper holder complete in all respects including cutting and making

good the walls etc. complete as per directed by the Engineer's Representative.

Toilet Paper Holder : Jaquar, Model no. ACN-CHR-1153S

Providing and fixing electrical hand dryer, fully automatic type etc. complete as per directed by the Engineer's Representative.

1.10 Hand Dryer : Jaquar : HDR-SSF-AK2807

Providing and fixing of Automatic Fragrance Dispenser fixed to wooden cleats with C.P. brass screws etc. complete as per directed by the

Engineer's Representative.

Fragrance Dispenser: EURONICS, Model No.: EA44 Nos. 8.00 2198.00

Providing and fixing Urinal partition with frosted glass approx. size 900 MM (H) X 450 MM (W) having 10 MM of glass thickness, including fixing

to wall with suitable brackets all as per manufacturers specification etc. complete as per directed by the Engineer's Representative.

Urinal Partition: Jaquar, Model No. JSE-CHR-110US450X

INTERNAL DRAINAGE AND RAIN WATER WORKS

(SOIL, WASTE, VENT AND RAIN WATER PIPING & FITTINGS)

PLUMBING WORKS - CONSTRUCTION OF PUBLIC PLAZA AND UNDERGROUND PARKING FACILITY AT SANSKAR KENDRA - TAGORE HALL CAMPUS CONNECTING RIVERFRONT FOR SRFDCL.

Description Unit Rate Amount

Providing laying and jointing in true line and level 40mm dia. U.P.V.C. Pipe ( SCH- 40) for cold water including fittings as approved by

Engineer In Charge. Pipe shall be fixed on the wall with the help of clamp at every two metre C/C or shall be concealed as directed

2.01 including necessary fittings etc. including testing of pipe and joints and fixing the same with adhesive solvent, including cost of all materials

Providing laying and jointing in true line and level 50mm dia. U.P.V.C. Pipe ( SCH- 40) for cold water including fittings as approved by

Engineer In Charge. Pipe shall be fixed on the wall with the help of clamp at every two metre C/C or shall be concealed as directed

2.02 including necessary fittings etc. including testing of pipe and joints and fixing the same with adhesive solvent, including cost of all materials

Providing and fixing unplasticized polyvinyl chloride (UPVC) pipes with all the engineered support as per detail technical specification,

having thermal stability for water supply including all UPVC plain and brass threated fitting. This includes jointing of pipes and fittings with

one step UPVC solvent cement and testing of joints complete as per direction of engineer in charge. Scope shall also including cutting,

chasing the wall/beam by grinder cutter and making good the same.

Pipe Dia upto 50MM: UPVC (SCH 40)

2.03 Pipe Diameter above 50MM: UPVC (SCH 80)

The rate shall be including all the engineered support (support, hanger, nuts/bolts, anchor fasteners, fixing clamp/channels with U-bolts, etc)

as per detail technical specification etc. complete the job.

Product to compliance with occupational safety standards.

Providing, laying and jointing in true line and level 110 mm 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 eachother with rubber lubricant, pipe shall be fixed on wall using of PVC clamp of the size 110 mm diametre x 149 mm length x

145 mm heigh 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 160 mm 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 eachother with rubber lubricant, pipe shall be fixed on wall using of PVC clamp of the size 110 mm diametre x 149 mm length x

145 mm heigh 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 & fixing PVC SWR TYPE B P Trap of 110 X 110 mm diameter with Height riser/ necessary 110MM Diameter of distance piece for wash

basin/ sink drain connection with cockroach trap - square flat cut, Satin-matt finish - 150mm x 150mm of approved Make, making necessary

2.06 slab/ wall/ beam holes and cutting walls, etc. complete.

Providing & fixing floor clean out square cut 150mm- Satin of approved Make with making necessary slab/ wall/ beam holes and cutting

2.07 walls, etc. complete.

PLUMBING WORKS - CONSTRUCTION OF PUBLIC PLAZA AND UNDERGROUND PARKING FACILITY AT SANSKAR KENDRA - TAGORE HALL CAMPUS CONNECTING RIVERFRONT FOR SRFDCL.

Description Unit Rate Amount

Providing fixing, testing and commissioning in position 65 mm dia Polypropylene pipe ring fit conforming to EN: 1329, including all fittings such

as bends, junctions, inspection doors, offsets, cowl, access pieces/plugs etc. including cutting holes in walls, slab and beam and making

2.08 good the same. (For Basement stromwater sump & sewage sump pumping pipe at ceiling)

Making connection to Municipal storm water line/ existing drain including breaking them in a systematic way with suitable excavation,

dewatering, dismantling of the RCC or masonry wall or pipe line, passing the plumbing storm water line in the existing structure either

through masonry or RCC and providing suitable "Y" tee to the connect to existing pipe line, Reconstructions of dismantled existing structure

2.09 according to the original one to bring to the working conditions testing etc. work to be done in the presence of municipal eng. including

Liasoning cost. complete as per standard as directed by Engineer-in-charge to complete the job.

INTERNAL/EXTERNAL WATER SUPPLY NETWORK

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 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 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 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 good the wall, ceiling and floor etc. complete.

Providing laying and jointing in true line and level 40mm dia. U.P.V.C. Pipe ( SCH- 40) for cold water including fittings as approved by

Engineer In Charge. Pipe shall be fixed on the wall with the help of clamp at every two metre C/C or shall be concealed as directed

3.05 including necessary fittings etc. including testing of pipe and joints and fixing the same with adhesive solvent, including cost of all materials.

PLUMBING WORKS - CONSTRUCTION OF PUBLIC PLAZA AND UNDERGROUND PARKING FACILITY AT SANSKAR KENDRA - TAGORE HALL CAMPUS CONNECTING RIVERFRONT FOR SRFDCL.

Description Unit Rate Amount

Providing and fixing unplasticized polyvinyl chloride (UPVC) pipes with all the engineered support as per detail technical specification,

having thermal stability for water supply including all UPVC plain and brass threated fitting. This includes jointing of pipes and fittings with

one step UPVC solvent cement and testing of joints complete as per direction of engineer in charge. Scope shall also including cutting,

chasing the wall/beam by grinder cutter and making good the same.

Pipe Dia upto 50MM: UPVC (SCH 40)

3.06 Pipe Diameter above 50MM: UPVC (SCH 80)

The rate shall be including all the engineered support (support, hanger, nuts/bolts, anchor fasteners, fixing clamp/channels with U-bolts, etc)

as per detail technical specification etc. complete the job.

Product to compliance with occupational safety standards.

Providing and fixing male/ female screw ended full way lever operated forged ISI marked brass ball valves with brass body with forged

brass hard chrome plated ball / stem, union.Rated to temperature of 85 Deg C, The valves to be PN 10kgm class on CPVC or GI pipe lines. (

3.07 For cold water supply lines)

Providing and fixing male/ female screw ended full way lever operated forged ISI marked brass ball valves with brass body with forged

brass hard chrome plated ball / stem, union.Rated to temperature of 85 Deg C, The valves to be PN 10kgm class on CPVC or GI pipe lines. (

3.08 For cold water supply lines)

Providing and fixing male/ female screw ended full way lever operated forged ISI marked brass ball valves with brass body with forged

brass hard chrome plated ball / stem, union.Rated to temperature of 85 Deg C, The valves to be PN 10kgm class on CPVC or GI pipe lines. (

3.09 For cold water supply lines)

Providing and supplying ISI mark CI D/F Butterfly Valves as per IS:13095 (Latest Edition) of class PN 10, including all taxes, insurance,

transportation, freight charges, octroi, inspection charges, loading, unloading, conveyance to departmental stores, stacking etc. complete.

Lowering, laying and jointing in position C. I. D/F Butterfly valves including cost of all labour, jointing material, including nut bolts and giving

satisfactory hydraulic testing, etc. complete.

Supply, Installation, Testing and Commissioning of Gun metal 25 mm dia. air release valve.

PLUMBING WORKS - CONSTRUCTION OF PUBLIC PLAZA AND UNDERGROUND PARKING FACILITY AT SANSKAR KENDRA - TAGORE HALL CAMPUS CONNECTING RIVERFRONT FOR SRFDCL.

Description Unit Rate Amount

Woltman Type Bulk Water Meter- AMR Based:

Water Meter: 65mm

Design, Supply, Installation, Testing, Commissioning of Woltman type Bulk Water Meter, CI/ Brass/ Bronze body material, totalizer made of

copper can/ suitable anti corrosive metallic material, totaliser metalic shall have 5 mm thick glass cover suitable against antifraud attempts,

Flange End process connection, IP 68 protection class, AMR Woltman Type Water Meter with removable mechanism, magnetic drive, dry

dial, and be fitted with a low mass rotor which is parallel to the direction of water flow and exhibits dynamic thrust relief, water meters

complete with T Type strainer, ISO 4064 : 2005 with valid CE mark mentioning notified body number along with MlD / OIML / ISO certification

from a recognized International laboratory.

AMR System shall be Walk By / Drive By mode, Wireless AMR trans-receivers shall be directly fitted on meter or inbuilt, IP 68 protection class,

water meter & AMR Module shall be of same brand, Single Command based AMR Reading and Minimum 90 days historical data retrive

facility, alaram indication/ recording (for Reverse Flow, back flow, Peak Flow,Minimum Flow, Low Battery Alram, Volume below threshold,

Volume above threshold, Reverse Meter, Meter Stopped), Minimum 10 years of AMR module bateery life considering one no.

communication per day.

Construction of valve chambers in brick or bell stone masonry,locally available in CM 1:6.Foundation concrete 150 mm thick in C.C. 1:4:8 of

trap metal size 25 mm to 40 mm thick,inside cement plaster in C.M. 1:3 and cement pointing outside in C.M. 1:3 and top cover of precast

RCC slab 100 mma thick (with key hole in two parts,each with handles or MS bar etc.complete as given size)UPto 1Mt. depth from G.L. to

pipe invert incl.cpmplete civil works but excl. cost of excavation and refilling, with cast in situ RCC slab in one sigle piece with fixing of CI-

MH frame and cover (excl. cost of CI-MH Frame and cover) with 23 mm thick brick masonary wall in C.M.:1:6

Size of chamber 0.60M X 0.60M and 1M depth

Making point of new connection from Existing/ Municipal water supply line with all support, clamps, civil work, etc. required, providing

3.14 suitable fittings, to connect to Existing line and good the same as per engineer in charge. Work to be done including Liasoning cost.

IRRIGATION WATER SUPPLY NETWORK

Providing laying and jointing in true line and level 25mm dia. U.P.V.C. Pipe ( SCH- 40) for cold water including fittings as approved by

Engineer In Charge. Pipe shall be fixed on the wall with the help of clamp at every two metre C/C or shall be concealed as directed

4.01 including necessary fittings etc. including testing of pipe and joints and fixing the same with adhesive solvent, including cost of all materials.

PLUMBING WORKS - CONSTRUCTION OF PUBLIC PLAZA AND UNDERGROUND PARKING FACILITY AT SANSKAR KENDRA - TAGORE HALL CAMPUS CONNECTING RIVERFRONT FOR SRFDCL.

Description Unit Rate Amount

Providing and fixing unplasticized polyvinyl chloride (UPVC) pipes with all the engineered support as per detail technical specification,

having thermal stability for water supply including all UPVC plain and brass threated fitting. This includes jointing of pipes and fittings with

one step UPVC solvent cement and testing of joints complete as per direction of engineer in charge. Scope shall also including cutting,

chasing the wall/beam by grinder cutter and making good the same.

Pipe Dia upto 50MM: UPVC (SCH 40)

4.02 Pipe Diameter above 50MM: UPVC (SCH 80)

The rate shall be including all the engineered support (support, hanger, nuts/bolts, anchor fasteners, fixing clamp/channels with U-bolts, etc)

as per detail technical specification etc. complete the job.

Product to compliance with occupational safety standards.

Supply, installation, testing and commissioning of 20mm diameter Garden Hydrant with gun metal Ball Valve, Flexible hose Connection

Provision and all required accessories etc. Nos. 48.00 4800.00

EXTERNAL STORM WATER NETWORK

Providing and supplying 150 mm Inner Dia. Pipe of Class SN8 Structured Wall polyethelene Piping systems (Pipe with online/offline coupler

and elastomeric sealing ring) with non-smooth External Annular Corrugated and Smooth Internal Surfaces (Double Wall) for non-pressure

underground Sewerage & Drainage application as per EN:13476-3 including all local and central taxes, transportation, freight charges,

octroi, inspection charges, loading, unloading, conveyance to the departmental stores etc. complete.(ID Dia)

Lowering, laying and jointing of class SN 8 structured wall ( External Annular Corrugated & Smooth Internal surface) Polyethylene Piping and

fittings with the help of coupler ( on line / off line ) attached with one end of pipes, sliding over the elastomeric sealing rubber ring placed

on the specified valley of the corrugation at the spigot end, lowering the same into the trench at all level, laying on the lower bedding

(constructed at bottom of trenches) at prescribed gradient,depth & alignment ,testing the water tightness of the joints, ensuring the

continuity tests of specified pipe segments etc. complete as per drawing, specifications & detailed engineering, including carriage of pipes

& fittings from site stacks to the place of laying etc. as per direction of Engineer-in-charge.

Construction of Storm water chamber of size 450x450x600 mm (internal clear) making of RCC including excavation, backfilling, watering,

soling, compaction, Reinforcement etc. complete. It includes M 30 RCC work for walls , top slab and bottom slab as per the drawing, having

Rubble soiling and 100mm thick PCC in M-15 at bottom level. It shall be plastered with 20mm thick Plaster with neat coat in CM 1:3 on

5.02 internal and outside of chamber with adquate goliya at all sides. Top shall be covered with FRP recessed Heavy Duty cover with

Frame(450MMX450MM Clear Opening). It shall be completed with all respect in ture line level, plumb with neat & clean surface as per

coordinated infrastructure detail drawing up to the level of satisfaction

PUMP AND EQUIPMENT WORKS

PLUMBING WORKS - CONSTRUCTION OF PUBLIC PLAZA AND UNDERGROUND PARKING FACILITY AT SANSKAR KENDRA - TAGORE HALL CAMPUS CONNECTING RIVERFRONT FOR SRFDCL.

Description Unit Rate Amount

HYDRO PNEUMATIC SYSTEM FOR Domestic Water Distribution Hydropneumatic System

Variable Speed Hydro-booster System

Compact self contained Hydro-booster system comprising of following

SITC of In-line, vertical multistage, centrifugal clear water pumps with SS-304 casing, S.S 304 impeller and SS-304 shaft, C.I. Base CED

(Cathode Electrode Deposition) coating & head TEFC motor (with mechanical seal), dry run protection, antivibration paid, 2 pole Motor &

IE3 Efficiency. Vendor to submit performance curves and technical catalogue of the proposed model for review and information.

Panel mounted microprocessor based multi pump controller with large graphical display with VGA 240 x 320 pixels and variable frequency

drive (VFD) integrated in a single body, pressure sensor transmitter, IP 55 enclosure, diodes to indicate pump ready, earthing, pump running

and fault condition, Cascade Operation. Each incomer and Outgoing feeder should be capable for protection against Overload, Short

Circuit and Phase reversal condition and shall be capable to communicate with other controllers following. The PLC shall support MODBUS-

IP communication for its compatability to intergrate with 3rd party BAS system. Controller shall authorise Read/Write command via

BMS.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

panel and central IBMS monitors. On-off operation for all pumps shall be available on BMS system.

Electronic type low water level controller with LED panel to operate pump (necessary contacts along with minimum one PLC operated

spare contacts required), with probe & all control wiring from Panel to tank to operate the system automatic/manual & shall prevent the

pump from dry running.

Scope shall also include power and control cable of required size, termination, cable tray from Pump to Control panel, control cable as

whereever required etc. complete the job.

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 shall be as per manufacturer recommendation).

Set of accessories such as GI C Class headers of suction and discharge for (working and Standby pump assembly) with CED Coating, Cast

iron control valves, Cast Iron non return valves, pressure transducers, pressure gauge with Isolation Valve of PN 10 etc. complete the

job.Require complete company fitted ready-to-connect packaged system.

Capacity per pump - 7.5 m3/hour, Head -30 mt, 1 Set = 3 Nos. Pump (2 Working + 1 Standby - cascade operation), Location - UGT Pump

Room, Suction head - flooded positive suction

PLUMBING WORKS - CONSTRUCTION OF PUBLIC PLAZA AND UNDERGROUND PARKING FACILITY AT SANSKAR KENDRA - TAGORE HALL CAMPUS CONNECTING RIVERFRONT FOR SRFDCL.

Description Unit Rate Amount

IRRIGATION PUMP

Centrifugal Monoblock Transfer pump

Supplying, installing, testing and commissioning of Horizontal / vertial multistage, centrifugal clear water pumps with SS-304 casing, S.S

impeller and SS-304 shaft, SS-304/C.I. Base CED coating & head TEFC IE3 motor (with mechanical seal) with Company fitted with company

compliance certificate. Vendor to submit performance curves and technical catalogue with all GA Drawing of the proposed model for

review and information.

Panel mounted PLC and HMI Based multi pump controller with large graphical display with VGA 240 x 320 pixels and variable frequency

drive (VFD) integrated in a Panel with IP55 class with pressure sensor transmitter (each pump each VFD), diodes to indicate pump ready,

6.02 pump running and fault and capable to communicate with other controllers following MODBUS-RTU or BACNET Class-2 protocol through

RS485 port. 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 panel.

Set of accessories such as G.I headers for suction and discharge, control valves, non return valves, pressure transducers, pressure gauge,

inter connecting power and control cabling etc. complete.

Capacity per pump - 7.5 m3/hour, Head -45 mt, 1 Set = 2 Nos. Pump (1 Working + 1 Standby).

Sump Drain Pump (For Basement Strom Water Drain)

Supply, installation, testing & commissioning of Submersible Non Clog, single stage, single entry pumps connected to TEFC submersible motor

for 415 + 10% volts, 3 phase, 50 cycles A.C. power supply with mechanical seal, pump connector unit with rubber diaphragm and bend,

vertical discharge pipe.

(Pumps suitable to handle solids upto 50 mm size with C.I. body, SS304 shaft, SS impeller).

Pump Outlet shall be individual for both pumps and shall be connected to main drain line individually.

3.09 Electrical Starter panels complete with O/L Relay with Single phasing preventer feature, earth leakage relay, ON-OFF and Trip Indicating

lamps, contactors Potential free contacts for Building Automation System, interlocking, level controller with operational mode as one pump

working at low level, both pumps at high level with a hooter alarm and cut off at dry level, cascade operation, working / standby slelction,

etc. suitable for the motor H.P. as specified below. The operations data for all pumps shall be available on central BMS system

Capacity per pump - 15.0 m3/hour, Head -30 mt, 1 Set = 2 Nos. Pump (1 Working + 1 Asist - cascade operation)

Sump Drain Pump (For Toilet Sewage Drain)

Supply, installation, testing & commissioning of Submersible Non Clog, single stage, single entry pumps connected to TEFC submersible motor

for 415 + 10% volts, 3 phase, 50 cycles A.C. power supply with mechanical seal, pump connector unit with rubber diaphragm and bend,

vertical discharge pipe.

(Pumps suitable to handle solids upto 50 mm size with C.I. body, SS304 shaft, SS impeller).

Pump Outlet shall be individual for both pumps and shall be connected to main drain line individually.

3.10 Electrical Starter panels complete with O/L Relay with Single phasing preventer feature, earth leakage relay, ON-OFF and Trip Indicating

lamps, contactors Potential free contacts for Building Automation System, interlocking, level controller with operational mode as one pump

working at low level, both pumps at high level with a hooter alarm and cut off at dry level, cascade operation, working / standby slelction,

etc. suitable for the motor H.P. as specified below. The operations data for all pumps shall be available on central BMS system

Capacity per pump - 7.5 m3/hour, Head -30 mt, 1 Set = 2 Nos. Pump (1 Working + 1 Asist - cascade operation)

PLUMBING WORKS - CONSTRUCTION OF PUBLIC PLAZA AND UNDERGROUND PARKING FACILITY AT SANSKAR KENDRA - TAGORE HALL CAMPUS CONNECTING RIVERFRONT FOR SRFDCL.

Description Unit Rate Amount

TOTAL PLUMBING AMOUNT