finance boq

PART II PRICE BID

Indian Institute Of Technology, Bombay (Maharashtra)

TENDER DOCUMENT

For

Construction of Guest House No. 3 inside the campus of

IIT Bombay, Powai, Mumbai 400 076

VOLUME 3 : Financial Bid Bill of Quantities

Tender Number:

________________________2013

203-204 | Prabhadevi Industrial Estate |

Veer Savarkar Marg | Prabhadevi |

Mumbai 400 025 | India

INDIAN INSTITUTE OF TECHNOLOGY BOMBAY CONSTRUCTION OF GUEST HOUSE NO. 3 INSIDE I.I.T. CAMPUS

SR.

NO.ITEM DESCRIPTION AMOUNT RS.

I SUB STRUCTURE WORKS

II SUPER STRUCTURE STRUCTURAL WORK

III SUPER STRUCTURE GENERAL FINISHING WORK

IV AREA DEVELOPMENT WORKS

V HORTICULTURE

VI PLUMBING & FIREFIGHTING WORK

VII FIRE ALARM SYSTEM & PUBLIC ADDRESS SYSTEM

VIII ELECTRICAL WORK

IX HVAC WORK

Summary

TOTAL OF (I+II+III+IV+V+VI+VII+VIII+IX)..

TENDER DOCUMENT - VOLUME 3 OF 3. BILL OF QUANTITIES SIGNATURE SEAL OF TENDERER


SR.



EXCAVATION & EARTH WORKS

PLAIN CEMENT CONCRETE & PLUM CONCRETE

REINFORCED CEMENT CONCRETE

TOTAL OF SUB STRUCTURE WORKS


CONCRETE WORK

TOTAL OF SUPER STRUCTURE STRUCTURAL WORK

III SUPER STRUCTURE GENERAL FINISHING WORK

BLOCK MASONRY WORK

WOOD WORK

FLOORING , SKIRTING AND DADO WORK

ROOFING WORK

FINISHING WORK

ALUMINIUM WINDOWS & STRUCTURAL GLAZING

WATERPROOFING WORKS

UNDERDECK INSULATION

MISCELLANEOUS WORKS

DEMOLITION, DISPOSAL WORK & REBATE

TOTAL OF SUPER STRUCTURE GENERAL FINISHING

WORK

Item-wise Summary



SR.


IV EXTERNAL AREA WORKS

V HORTICULTURE

VI PLUMBING & FIREFIGHTING WORK

SANITARYWARES & CP APPURTENANCES

WATER SUPPLY SYSTEM

SOLAR PANEL, PIPING AND ACCESSORIES

INTERNAL DRAINAGE SYSTEM

EXTERNAL WATER SUPPLY SYSTEM

EXTERNAL DRAINAGE SYSTEM

WATER SUPPLY & DRAINAGE PUMPS AND

ACCESSORIES / EQUIPMENTS

CIVIL WORKS

ELECTRICAL INSTALLATION FOR PLUMBING

SYSTEM

GREY WATER TREATMENT PLANT

FIRE PUMPS & EQUIPMENTS

EXTERNAL FIRE FIGHTING SYSTEM

INTERNAL FIRE FIGHTING SYSTEM

SPRINKLER SYSTEM

PORTABLE FIRE EXTINGUISHER

KITCHEN HOT ZONE SUPPRESSION SYSTEM

ELECTRICAL INSTALLATION FOR FIRE PROTECTION

SYSTEM

TOTAL OF PLUMBING & FIREFIGHTING WORK

VII FIRE ALARM SYSTEM & PUBLIC ADDRESS SYSTEM

CENTRAL CONTROL STATIONS FOR BAS SYSTEM

SOFTWARES

BUILDING AUTOMATION SYSTEM

FIRE ALARM SYSTEM



SR.


PUBLIC ADDRESS SYSTEM

CCTV SYSTEM EQUIPMENT

CABLES & ACCESSORIES

TOTAL OF FIRE ALARM SYSTEM & PUBLIC ADDRESS

SYSTEM

VIII ELECTRICAL WORK

POINT WIRING IN PVC CONDUIT, TELEPHONE

WIRING, T.V WIRING ETC.LIGHT FIXTURES AND FITTINGS, CEILING FANS,

EXHAUST FANS ETC

DISTRIBUTION BOARDS

M.V. PANEL, RISING MAINS & TAPP OFF BOXES ETC.

L.T.CABLES, END JOINTS, CABLE MARKER

LIGHTENING PROTECTION SYSTEM

EARTHING SYSTEM

LAN NETWORK SYSTEM

GRID INTERACTIVE SOLAR PV SYSTEM

PASSENGER & STRETCHER ELEVATORS WORK

TOTAL OF ELECTRICAL WORK

IX HVAC WORK

EQUIPMENT

HVAC PANEL (@ LOWER GF PUMP ROOM)

PIPING-CHILLED AND CONDENSER WATER

AIR DISTRIBUTION

THERMAL INSULATION

HEAT PUMP

TOTAL OF HVAC WORK

GRAND TOTAL OF (I+II+III+IV+V+VI+VII+VIII+IX)..



Item no. Description Unit Qty Rate Amount


Note :- All the items of substructure include the cost of dewatering,

wherever necessary during the progress of work till its completion

without any extra cost to IITB. Tenderers are advised to visit site of

work to acquaint themselves about the level of subsoil water, drainage

facility for dewatering, accessibility to the site & quote the rates

accordingly.

A EXCAVATION & EARTH WORKS

1 Earth work excavation by mechanical means / labour means for

foundation pits, trenches etc. in all types of soils other than soft and

hard rock up to depths mentioned below including shoring, dressing

the sides, trimming, ramming and preparing the bed for foundation

and disposing of the surplus earth within a distance of 50 meters etc.

complete as per specifications, drawings & as directed by the EIC.

1.1 Depth not exceeding 1.50 m. from ground level. Cum 520.00

1.2 Depth exceeding 1.5m & up to 3m from ground level Cum 160.00

1.3 Depth exceeding 3.0 m & up to 4.5m from ground level Cum 85.00

TENDER DOCUMENT - VOLUME 3 OF 3. BILL OF QUANTITIES - 1 SIGNATURE SEAL OF TENDERER



1.4 Depth exceeding 4.5 m & up to 6.0 m from ground level Cum 45.00



2 Earth work excavation by mechanical means / labour means Over

areas(exceeding 1.50m in width as well as 10sqm in plan (excluding

trenches for pipes cables etc) and exceeding 30 cm in depth for

UGtank, Grey water Tank and other structures below ground level

etc, . in all types of soils other than soft and hard rock up to depths

mentioned below excluding cost of shoring (shall be paid under

relevant item) dressing the sides, trimming, ramming and preparing

the bed for foundation and disposing of the surplus earth within a

distance of 50 meters etc.complete as per specifications, drawings &

as directed by the EIC.










3 Earth work excavation by mechanical means /labour means for

foundation pits, trenches etc. in soft rock up to depths mentioned

below including shoring, dressing the sides, trimming, ramming and

preparing the bed for foundation & disposing of the surplus excavated

materials, within a distance of 50 meters etc.complete as per

specifications, drawings and as directed by the Engineer-in-charge.





4 Earth work excavation by mechanical means /labour means Over

areas (exceeding 1.50m in width as well as 10sqm in plan (excluding

trenches for pipes cables etc) and exceeding 30 cm in depth for

UGtank, Grey water Tank and other structures below ground level

etc, in soft rock up to depths mentioned below excluding cost of

shoring (shall be paid under relevant item) , dressing the sides,

trimming, ramming and preparing the bed for foundation & disposing

of the surplus excavated materials, within a distance of 50 meters

etc.complete as per specifications, drawings and as directed by the

Engineer-in-charge.










5 Earth work excavation by mechanical means /labour means for

foundation trenches etc. in hard rock including Concrete structure if

any. by chiseling up to depths mentioned below including ,trimming,

dressing the sides and bed to the required size of foundation , and

preparing the bed for foundation and disposing of excavated materials

within a distance of 50 meters etc. complete as per specifications ,

drawings & as directed by the Engineer- in Charge..










6 Earth work excavation by mechanical means /labour means Over

areas (exceeding 1.50m in width as well as 10sqm in plan (excluding

trenches for pipes cables etc) and exceeding 30 cm in depth for UG

tank, Grey water Tank and other structures below ground level etc, in

hard rock including Concrete structure if any. by chiseling up to

depths mentioned below including ,trimming, dressing the sides and

bed to the required size of foundation , and preparing the bed for

foundation excluding cost of shoring (shall be paid under relevant

item) and disposing of excavated materials within a distance of 50

meters etc. complete as per specifications ,drawings & as directed by

the Engineer- in Charge..










7 Designing and providing shoring, bracing for proper retaining of sides

of excavation of basement, UG. tanks, Grey water tanks pump house

and other basement structures with due considerations of traffic,

superimposed loads, sufficient strength to resist pressure to ensure

safety from slips and prevent damage to work and safety of persons.

Prior approval of engineer-in-charge to be obtained for the design

before commencement of work. Rate inclusive of all materials required

for shoring, bracing, erecting, removing after completion of work

including cost of excavation required for shoring, refilling, dressing,

disposal of surplus earth upto the lead of 50m including removal of

earth slipped during and after work if any.

Sq.m 650.00

Mode of measurement : Measurement to be taken of the face of area

to be provided for retaining the earth and paid in sq.m




8 Earth work in surface excavation not exceeding 30 cm in depth but

exceeding 1.5 m in width as well as 10 sqm on plan including loading,

unloading, stacking and preserving of excavated earth till completion

up to a lead of 150 m at the specified location as instructed by

Engineer in charge, and during course of completion refilling the same

in plinth area or green areas in layers not exceeding 150 mm thick,

watering etc.complete as per specifications, drawings & as directed by

the EIC. (GRIHA Requirement)

8.1 Earth Cum 870.00

9 Cum 4080.00Refilling around basement, foundation and in plinth with available

murrum / excavated earth / Demolished structure debris / selected

earth approved by Engineer-in-charge excavated from nearby borrow

areas including all leads up to 2 Km, lifts, loading, unloading, stacking,

leveling, spreading, in layers not exceeding 150 mm thick, watering,

compaction to give 95% proctor density etc. complete as per

specifications, drawings & as directed by the EIC.




10 Providing and laying dry rubble stone hard core soling of 230mm

consolidated thickness in sub base to floor and in plinth protection to

required levels and lines with first quality rubble, hand set, well

packed including filling the interstices with smaller stone chips,

supplying & finishing/blinding the surfaces with approved blinding

quality murrum including watering, consolidation etc. complete as per

specifications, drawings & as directed by EIC.

10.1 230 mm thick with contractor supply of stone Sq.m 415.00

10.2 Sq.m 990.00

11 Supplying and spreading pesticides CHLORPYRIPHOS or other

chemical approved by central insecticides Board as directed by the

manufacturer and spraying the mixture uniformly by sprayer as pre-

construction anti- termite treatment at the rate of 7.5 liters (or as

directed by the manufacturer ) per sqm on vertical and 5 liters. per

sqm on horizontal surfaces of the sub-structure, within the trenches,

50% of the emulsion to be filled in the holes made in trenches at 150

mm center to center etc. complete all as per IS 6313 Part-II(latest)

specification & as directed by the Engineer-in-charge. (The payment

will be made on the basis of plinth area measurement only aground

floor/stilt area for all stages of operation and vertical faces will not be

measured for payment).

Sq.m 1125.00

The contractor shall have to furnish ten years guarantee in the

prescribed Performa (Appendix 'E') to maintain the anti-termite treated

area /structure free from termite.

230 mm thick with stone available from excavation / dismantling

including transporting from site of work/stack




12 Disposing off the surplus excavated materials by mechanical transport

lead up to 2 KM to the nearby dumping pits/ dumping areas with in

IITB campus identified by Engineer in charge , including all lifts,

loading, unloading, stacking etc. complete as per specifications & as

directed by the EIC.

12.1 all type of Soil Cum 580.00

12.2 Soft rock & Hard rock Cum 1720.00

Note :

1. Voids @ 20% for all type of soils and for Soft rock and Hard rock

50% shall be deducted from stack/truck measurements to arrive at the

net quantity for payment incase direct measurements is not possible.

2. Approval from concerned authorities is the responsibility of

contractor & quoted rate shall be inclusive of all charges if any from

the statutory authorities such as royalty etc.

TOTAL OF EXCAVATION & EARTH WORKS




B PLAIN CEMENT CONCRETE & PLUM CONCRETE

13 Providing and laying of plain cement concrete as leveling course for

foundation, basement, vertical surfaces of soil retention system and all

locations depth with Ready Mixed Concrete conforming to IS 4926

(latest revision) Plain cement concrete grade M : 15 conforming to

IS 456-2000 as per specifications manufactured in fully automatic

batching plant and transported to site of work, having continuous

agitated mixer, manufactured as per mix design of specified grade for

Plain cement concrete work , including lead from manufacturer site to

site of work, pumping of R.M.C from transit mixer to site of laying, cost

of admixtures in recommended proportions as per IS 9103 (latest) to

accelerate / retard setting of concrete, improve workability without

impairing strength and durability, mechanical conveying, placing in

position mechanical compaction, finishing, curing, scaffolding including

necessary form work, consolidation, finishing, curing etc. complete as

per specifications ,drawings and as directed by the Engineer-in-

charge.

(Note :- 1) Prior approval of Engineer in charge for the supplier of

RMC to be taken.

2) On prior approval of Engineer-in-charge Fly ash conforming to

Grade I of IS 3812 (Part I) may be used as part replacement of OPC

provided uniform blending with cement is ensured in accordance with

Clauses 5.2 and 5.2.1 of IS 456 - 2000 in the items of BMC and RMC)

13.1 Foundation Plain cement concrete of Grade M-15 Cum 340.00

Note :- The laying of PCC shall be in panels, the sequence and the

arrangement of construction joints and the surface finish of which shall

be as directed and approved by the Engineer in charge




14 Cum 250.00

Note : 30% of plums in concrete shall be premeasured from the

stacks with 50% deduction for voids.

TOTAL OF PLAIN CEMENT CONCRETE & PLUM CONCRETE

C REINFORCED CEMENT CONCRETE

a) All RCC shall be as specified and shall be carried out strictly in

accordance with the drawings and specifications.

b) The rates for RCC works shall be inclusive of all depths below

G.L slabs at all heights as detailed in the drg but exclusive of cost of

reinforcement unless otherwise mentioned.

c) All coarse aggregate to be 20 mm maximum size and uniformly

graded unless otherwise mentioned.

d) For all RCC items, the rates quoted shall include the following

without any extra cost to the Dept.

i) Spacers to maintain clear cover for reinforcement.

ii) Fixing at correct level & in proper alignment the inserts, pipe

sleeves, pipe bends, fan hooks, other pipe specials etc. supplied by

Department or Contractor unless otherwise mentioned in a separate

item

iii) Test for concrete shall be done as per IS 456-2000 and the cost of

the testing to be carried out shall be borne by the contractor.

Providing and laying in U.G tank, grey water tank and lift shaft at all

locations and depths with Ready Mixed Concrete conforming to IS

4926 (latest revision) as per specifications Plum concrete course in

plain cement concrete M-15 and evenly distributed plums with 30%

(Plus or Minus 2%) plums of basalt or trap of size 150mm to 230mm

size at foundation and plinth levels including conveying, placing in

position, supplying, stacking and placing the plums, mechanical

consolidation, finishing, curing, necessary form work etc. all as per

specifications , drawings and as directed by the engineer-in-charge.




d) Precaution to be taken to avoid uplifting forces on the raft of water

tanks.

As per the soil report, water table is expected near the ground level

and contractor is advised to use following sequence during concreting

of the water tank.

1) Dewatering to keep the area dry during construction.

2) Plum concrete to be completed as shown in the drawing.

3) Backfilling in layers and compaction for full height of the backfill as

directed by the EIC, over the raft projection.

4) Keeping the tank filled with water for at least half the depth.

15 Providing and laying in position in foundation , basements and in

plinth at all depths and location with Ready Mixed Concrete

conforming to IS 4926 (latest revision) reinforced cement concrete

grade M: 30 conforming to IS 456-2000 as per specifications

manufactured in fully automatic batching plant and transported to site

of work, having continuous agitated mixer, manufactured as per mix

design of specified grade for Reinforced concrete work , including lead

from manufacturer site to site of work, pumping of R.M.C from transit

mixer to site of laying, cost of admixtures in recommended proportions

as per IS 9103 (latest) to accelerate / retard setting of concrete,

improve workability without impairing strength and durability,

mechanical conveying, placing in position mechanical compaction,

finishing, curing, scaffolding etc. complete all as per specifications ,

drgs and as directed by Engineer-in-charge. but excluding the cost of

form work and steel reinforcement (which shall be paid under relevant

item).

(Note :- 1) Prior approval of Engineer in charge for the supplier of

RMC to be taken.

2) On prior approval of Engineer-in-charge Fly ash conforming to

Grade I of IS 3812 (Part I) may be used as part replacement of OPC


Clauses 5.2 and 5.2.1 of IS 456 - 2000 in the items of BMC and RMC)




15.1 Cum 390.00

16 Reinforced cement concrete of M-30 grade of design mix concrete

conforming to IS 456-2000, at all depth & location and levels using

graded stone aggregate of 20mm. and down graded including

machine mixing, conveying, placing in position, mechanical

consolidation, finishing, curing, scaffolding, dewatering if necessary

complete all as per drawing & specifications, but excluding the cost of


item)

16.1 Cum 85.00

For RCC work for all structural Members such as Raft , foundations ,

all types of Walls, Columns, Beams , Waffle beams, Slabs, Staircases

, Pardis, drop pardis , parapets, chajjas, niches etc of any shapes,

sizes, thickness and depths etc Grade of concrete :- M30

(Note :- Rate inclusive of all shapes, sizes, curves, slopes, thickness

and depths /heights etc and No extra payment for shall be payable.)

For RCC work for all structural Members such as Raft , foundations ,

all types of Walls, Columns, Beams , Waffle beams, Slabs, Staircases

, Pardis, drop pardis , parapets, chajjas, niches etc of any shapes,

sizes , thickness and depths etc. Grade of concrete :- M30

(Note :- Rate inclusive of all shapes, sizes, curves, slopes, thickness

and depths /heights etc and No extra payment for shall be payable.)




17 Cum 30.00

18 Cum 25.00

19 Reinforcement for RCC work including supplying, delivering and

storing of various diameters as required at site of work transporting,

decoiling, straightening, cutting, bending, placing in position at all

depths, levels and binding with 18-20 gauge, soft drawn locations

annealed steel binding wire complete as per specifications and

drawings. (Cost of binding wire shall be borne by the contractor &

binding wire shall not be measured for payment. Rate includes cost of

tests of materials by Contractor as specified in the Specifications and

IS) and preparing and obtaining prior approval of bar bending

schedule .19.1 MT 36.00

Extra over item no. 15 & 16 for providing M-40 mix in lieu of M-30 with

approved design.

Rebate over 15 & 16 for providing M-25 mix in lieu of M-30 with

approved design.

Thermo Mechanically Treated bars of grade Fe-500D manufactured

by recommended list of manufacturers conforming to IS 1786 - latest

revision as per specifications of works and drgs.




20 Providing, erecting, fixing in position striking / removing and cleaning

steel / plywood or any other approved material shuttering and

centering for formwork in substructure at all depths for all geometrical

shapes, as per details shown in drawings and as required for specific

design of formwork wherever specified, including proper bracing, ties,

anchors, bolts, nuts, washers, packing plates, fasteners of adequately

designed capacities, producing finished concrete surfaces. at all

locations including chamfers, splays, keys, wedges, props, rails,

bracings, brackets, cutting holes if specified for pipes etc. providing

and applying approved form oil on all surfaces of formwork coming in

contact with concrete including close hacking of all exposed concrete

work wherever required to receive other type of finishing after removal

of form work, all materials, labour etc.complete as per specifications,

drawings and as directed by the Engineer-in-Charge. (Area of

formwork in contact with concrete shall only be measured for payment

and stop boards for construction joints will not be measured for

payment). Note : - Prior approval of Engineer - in - charge to be

obtained for clearance of form work for laying Rcc.

20.1 For Foundation Area

20.1.1 Sq.m 485.00

20.1.2 Sq.m 845.00

Foundations, footings, bases of columns, etc. for mass

concrete and Raft.

Walls (any thickness) including attached pilasters, buttresses,

plinth and string courses etc.




20.2 For U.G.Tank Area

20.2.1 Sq.m 100.00

20.2.2 Sq.m 1750.00

20.3 Sq.m 685.00

TOTAL OF REINFORCED CEMENT CONCRETE

Total of Sub Structure Works

Foundations, footings, bases of columns, etc. for mass

concrete and Raft.

Walls (any thickness) including attached pilasters, buttresses, plinth

and string courses etc.

Extra for additional height in centering, shuttering where ever required

with adequate bracing , propping etc. including cost of deshuttering

and decentering at all levels over a height of 3.5 mtr for every

additional height of 1mtr or part thereof . (Only plan area to be

measured)





Super structure items included in this schedule pertains to all the

works above plinth level upto roof including parapets, water

tanks, machine room, terrace level works etc. unless specified

otherwise.

a) All RCC shall be as specified in the respective items and shall be

carried out strictly in accordance with the drawings and

specifications.

b) All coarse aggregate to be 20 mm maximum size and uniformly

graded unless otherwise mentioned

c) For all RCC items, the rates quoted shall include the following

without any extra cost to the Dept.

i) Spacers to maintain clear cover for reinforcement.

ii) Fixing at correct level & in proper alignment the inserts, pipe

sleeves, pipe bends, fan hooks, other pipe specials etc. supplied by

Department or Contractor unless otherwise in a specified separate

item .

iii) Test for concrete shall be done as per IS 456-2000 and the cost of

the same shall be borne by the contractor.

d) For concrete or masonary surfaces in the areas of expansion joints,

the expansion joint dimension shall be maintained within tolerance of

1.5mm for the entire height of the structure and special care to be

taken in formwork to ensure proper line and level without any

additional cost on this account.




A CONCRETE WORK

21 Providing and laying in position in superstructure at locations and

heights a with Ready Mixed Concrete conforming to IS 4926 (latest

revision) reinforcement concrete grade M:30 conforming to IS 456-

2000 as per specifications manufactured in fully automatic batching

plant and transported to site of work, having continuous agitated

mixer, manufactured as per mix design of specified grade for

Reinforced concrete work , including lead from manufacturer site to

site of work, pumping of R.M.C from transit mixer to site of laying at all

elevations / heights, cost of admixtures in recommended proportions

as per IS 9103 (latest) to accelerate / retard setting of concrete,

improve workability without impairing strength and durability,

mechanical conveying, placing in position mechanical compaction,

finishing, curing, scaffolding etc. complete as per manufacturers

recommendation and departmental specifications and drawings and as

directed by Engineer-in-charge but excluding the cost of form work

and steel reinforcement (which shall be paid under relevant item)

21.1 Cum 4590.00

1) Prior approval of Engineer in charge for the supplier of RMC to be

taken.

2) On prior approval of Engineer-in-charge Flyash conforming to

Grade I of IS 3812(Part I) may be used as part replacement of OPC


Clauses 5.2 and 5.2.1 of IS 456 - 2000 in the items of BMC and RMC

3) No extra payment for heights, shapes, sizes, curves, slopes etc.

shall be entertained.

all structural members as per drawings such us Shear wall, Lift walls

of all thickness, Columns ,Beams ,Lintel ,brackets , Slabs , Chajjas ,

Staircase including waist slab, steps, landings, midlandings , Pardi at

staircase, Niches , O. H. tank wall & Slab, parapet wall. (For all

Levels) Grade of Concrete : M30




22 Reinforced cement concrete of M-30 grade of design mix concrete

conforming to IS 456-2000, at all heights. Floors and levels using

graded stone aggregate of 20mm. and down graded including

machine mixing, conveying, placing in position, mechanical

consolidation, finishing, curing, scaffolding, dewatering if necessary

complete all as per drawing & specifications, but excluding the cost of


item)

22.1 Cum 1145.00

23 Cum 25.00

24 Cum 30.00

25 Reinforcement for RCC work at contractor's own cost including

supplying, delivering and storing of various diameters as required at

site of work transporting, decoiling, straightening, cutting, bending,

placing in position at all heights ,locations levels and binding with 18-

20 gauge, soft drawn annealed steel binding wire complete as per

specifications and drawings. (Cost of binding wire shall be borne by

the contractor & binding wire shall not be measured for payment. Rate

includes cost of tests of materials by Contractor as specified in the

Specifications and IS) and obtaining prior approval of bar bending

schedule .

all structural members as per drawings such us Shear wall, Lift walls

of all thickness, Columns, Beams, Lintel ,brackets, Slabs, Chajjas,

Staircase including waist slab, steps, landings, midlandings, Pardi at

staircase, Niches, O. H. tank wall & Slab, parapet wall.(For all Levels)

Grade of Concrete : M30

Rebate over 21 & 22 for providing M-25 mix in lieu of M- 30 with

approved design.

Extra over item no. 21 & 22 for providing M-40 mix in lieu of M-30 with

approved design.




25.1 MT 900.00

26 Providing, erecting, fixing in position striking/removing and cleaning

steel / timber shuttering and centering for form work at all depths &

locations, other structural members upto 3.50 meter height for all

geometrical shapes, of approved material including providing moulds,

as per drawings and as required for specified including proper

bracing, ties, anchors, bolts, nuts, washers, packing plates, fasteners

of adequately designed capacities, producing finished concrete

surfaces at all locations , for all shapes, sizes, curves etc including

chamfers, splays, keys, wedges, props, rails, bracings, brackets,

cutting holes for pipes etc. providing and applying approved form oil on

all surfaces of formwork coming in contact with concrete ,including

finishing concrete surfaces to all exposed concrete work after removal

of form works by filling form-tie holes and hacking surfaces, removal of

fins, ridges and irregularities by grinding, filling air holes with sack

rubbed finish with cement mortar 1:1(1 Cement :1 fine sand)

including cleaning up of loose and disposing the debris etc., rendering

smooth with a floating coat of cement including cost of removal of form

work, all materials, labour etc. complete as per specifications,

drawings and as directed by the Engineer-in-charge. Note : - Prior

approval of Engineer - in - charge to be obtained for clearance of form

work for laying RCC.

26.1 Walls (any thickness) etc. complete Sq.m 2325.00

Thermo Mechanically Treated bars of grade Fe-500D manufactured

by recommended list of manufacturers conforming to IS 1786 - latest

revision as per specifications of works and drgs.




26.2 Columns of any size and shape. Sq.m 12385.00

26.3 Lintels, beams, girders, bressumers and cantilevers etc complete. Sq.m 13095.00

26.4 Suspended floors, roofs, landings, balconies and access platform. Sq.m 9475.00

26.5 Stairs ( excluding landings) except spiral staircases. Sq.m 805.00

27 Sq.m 585.00

28 Cum 10.00

Total of Super Structure Structural Work

Extra for additional height in centering, shuttering where ever required

with adequate bracing , propping etc. including cost of deshuttering

and decentering at all levels over a height of 3.5 mtr and up to 5.0 mtr

height. (Only plan area to be measured)

Providing and laying cement concrete in RCC Coping M25 etc.

excluding the cost of centering shuttering and finishing. as directed by

EIC etc. complete.




III SUPER STRUCTURE GENERAL FINISHINGS WORK

A BLOCK MASONARY WORK

Note : -

(a) All Autoclaved aerated concrete blocks shall be factory made and

the contractor shall get approved the samples of concrete blocks from

the Engineer-In- Charge before procurement on large scale and shall

maintain the same for the entire work.

The minimum 40% replacement of cement with fly ash by Volume of

materials to be ensured by the manufacturer of AAC blocks.

Minimum 30% of flyash in place of cement by weight in overall mortar

requirement.

b) Necessary Openings/niches/cut-outs, wherever required as per

drawings and asked for by the Engineer-In-Charge, shall be provided

by the contractor without any extra cost.

c) The rate shall include cost of concrete block, labour and making to

all geometrical shapes and sizes, testing, transporting, wastages,

handling, scaffolding ,curing etc without any extra cost to the

Department.

d) The contractor to indemnify IITB for the payment against taxes,

levies, etc in connection with the manufacturing of concrete block if

precast blocks cast at site are used for construction.

29 Providing and laying Precast autoclaved aerated cement block

masonry with approved factory made / cast - at site precast concrete

solid blocks in sub structure at all level and locations of all geometrical

shapes using autoclaved aerated cement blocks of approved quality

of Grade 1 as per IS 2185 Part III latest revision and dry density not

less than 500-600 kg/m and minimum average compressive

strengths 4.0 N/mm2

at 28 days using premix mortar of approved

make to correct line, level and plumb including raking out joints,

curing, scaffolding etc. complete as per specifications, drawings & as

directed by Engineer in charge.




(Note: - If required 100mm.wide and 80mm. thick RCC (1:2:4)

stiffeners to be provided at every 1200mm height including formwork

and providing 2 nos 8mm TMT Fe 500D longitudinally for each

stiffeners as reinforcement bars, the cost of steel reinforcement, shall

be paid included and no extra payment shall be made for steel

reinforcement & shuttering required for stiffeners)

29.1 Sq.m 30.00

29.2 Autoclaved aerated Cement block masonry Work 150 mm thick Sq.m 8975.00

29.3 Autoclaved aerated Cement block masonry Work 200 mm thick Sq.m 4310.00

TOTAL OF BLOCK MASONARY WORK

With 100mm thickness consisting 100mm.wide and 80mm. thick RCC

(1:2:4) stiffeners at every 1200mm height including formwork and

providing 2 nos 8mm TMT Fe 500D longitudinally for each stiffeners

as reinforcement bars, (Note : the cost of shuttering and steel

reinforcement shall be inclusive)




B WOOD WORKS

30 Providing & fixing factory made teak wood door frame of sizes 100mm

x 65mm. All parts of wood resting on or set in masonry / concrete

shall be well painted with two coats of bituminous paint. and the

exposed faces finished with two coats of Polyurethane polish over a

coat of wooden primer approved make, colour and shade over a coat

of wood primer, all complete at all floor & heights as per architectural

drawings. The rate shall be inclusive of providing and fixing 6 nos. iron

holdfast in case they are abutting block masonry and 6 nos. anchor

fasteners in case of RCC members, all nails, screws, holdfasts, plates,

plugs, pins, required for wood work joinery and fixing work.

Note : The VOC content of polyurethane paint & wooden primer

should be in accordance with GRIHA norms.

100 x 65mm Cum 14.00

31 Providing & fixing factory made teak wood door frame of sizes 50mm x

50mm. All parts of wood resting on or set in masonry / concrete shall

be well painted with two coats of bituminous paint. and the exposed

faces finished with two coats of watercut enamel paint over a coat of

wooden primer approved make, colour and shade over a coat of wood

primer, all complete at all floor & heights as per architectural drawings.

The rate shall be inclusive of providing and fixing 6 nos. iron holdfast

in case they are abutting block masonry and 6 nos.

anchor fasteners in case of RCC members, all nails, screws, holdfasts,

plates, plugs, pins, required for wood work joinery and fixing work.

Note : The VOC content of water cut enamel paint & wooden primer

should be in accordance with GRIHA norms.

50 x 50mm Cum 2.00




32 Providing & fixing factory made 48 mm thick solid core flush door

shutter with commercial ply finished with factory hot pressed

lamination of thickness 1.5 mm on both sides of shutter of approved

shade, colour with Merinolam / Euro Mica / Century as mentioned

below, comprising of phenol bonded solid core made up of kiln

seasoned battens, cross bands & face veneers all from selected

strong & durable hardwoods bonded together under heat & pressure

using a BWP type low VOC Phenol Formaldehyde synthetic resin

adhesive. The flush door shall conform to IS 2202, 1991 with 48 x

12mm thk 2nd class teak wood lipping patti all round and exposed

edges finished with two coats of polyurethane coat (PU coat) of

approved make, color & shade over a coat of wooden primer,

including labour for fixing of the fittings & fixtures as per the

drawings (but excluding the cost of fittings and fixtures with

screws which shall be paid separately under relevant item)

complete as per drawings & specification and as directed by EIC.

32.1 Sq.m 100.00

32.2 Sq.m 26.00

D2B :- Overall size of 900 x 2100 mm comprising Single leaf solid core

shutter without vision panel finished with factory hot pressed

lamination of thickness 1.5 mm of wood finish on both sides.

Ref Drg no. I - 803B

D6B :- Overall size of 750 x 2100 mm comprising Single leaf solid core


lamination of thickness 1.5 mm of plain finish on both sides.






shutter with marine ply finished with factory hot pressed lamination of

thickness 1.5 mm on both sides of shutter of approved shade, colour

with Merinolam / Euro Mica / Century as mentioned below, comprising

of phenol bonded solid core made up of kiln seasoned battens, cross

bands & face veneers all from selected strong & durable hardwoods

bonded together under heat & pressure using a BWP type low VOC

Phenol Formaldehyde synthetic resin adhesive. The flush door shall

conform to IS 2202, 1991 with 48 x 12mm - 15mm thk teak wood

lipping patti all round and exposed edges finished with two coats of

Polyurethane coat of approved make, color & shade over a coat of

wooden primer, including labour for fixing of the fittings & fixtures

as per the drawings (but excluding the cost of fittings and

fixtures with screws which shall be paid separately under

relevant item) complete as per drawings & specification and as

directed by EIC.

33.1 Sq.m 13.00

33.2 Sq.m 5.00

33.3 Sq.m 114.00

D3A :- Overall size of 1050 x 2100 mm comprising Single leaf solid

core shutter without vision panel finished with factory hot pressed


Ref Drg no. I - 804A

D3E :- Overall size of 1050 x 2100 mm comprising Single leaf solid



Ref Drg no. I - 804E

D2D :- Overall size of 900 x 2100 mm comprising Single leaf solid core



Ref Drg no. I - 803 D




33.4 Sq.m 3.00

33.5 Sq.m 6.00

34 Providing & fixing 40mm thick single leaf commercial ply and MDF

door shutter (D6 C (size of shutter 920x 2100mm) . The shutter shall

be comprising of aluminum framework of 20mm x 40mm x 2mm at the

peripheral sides and 20mm x 20 mm x 2mm thick at intermediate

portions. Frame shall be covered with 12mm thick commercial ply from

inside and 8 mm thick MDF from out side as per architectural drawing.

The shutter shall be finished with approved water cut enamel paint.

including providing & fixing 12 mm thk TW lipping all around finish with

water cut enamel paint. Rate also includes providing, making & fixing

approved teak wood door frame 50mm x 50mm in size finished with

approved water cut enamel paint. Including providing all necessary

consumables viz. adhesive, necessary hardware, necessary beads

moulding, lipping, fastenings etc. completed at all floors & heights as

per architectural drawings and instructions.

Ref Drg no. I - 807C

Sq.m 229.00

D4E :- Overall size of 1200 x 2100 mm comprising Single leaf solid




D6E :- Overall size of 750 x 2100 mm comprising Single leaf solid core


lamination of thickness 1.5 mm of wood finish on outer side and plain

finish on inner side.






shutter with commercial ply finished with factory hot pressed

lamination of thickness 1.5 mm on both sides of shutter of approved

shade, colour with Merinolam / Euro Mica / Century as mentioned

below, comprising of phenol bonded solid core made up of kiln

seasoned battens, cross bands & face veneers all from selected

strong & durable hardwoods bonded together under heat & pressure

using a BWP type low VOC Phenol Formaldehyde synthetic resin

adhesive. The flush door shall conform to IS 2202, 1991 with 35 x

12mm - 15mm thk teak wood lipping patti all round and exposed

edges finished with two coats of Polyurethane coat of approved make,

color & shade over a coat of wooden primer, including labour for

fixing of the fittings & fixtures as per the drawings (but excluding

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

separately under relevant item) complete as per drawings &

specification and as directed by EIC.

35.1 Sq.m 4.00

35.2 Sq.m 5.00

D2F :- Overall size of 900 x 2200 mm comprising Single leaf solid core


lamination of thickness 1.5mm of wood finish on both sides.

D7H :- Overall size of 1500 x 2200 mm comprising Double leaf solid







shutter with marine ply finished with factory hot pressed lamination of

thickness 1.5 mm on both sides of shutter of approved shade, colour

with Merinolam / Euro Mica / Century as mentioned below, comprising

of phenol bonded solid core made up of kiln seasoned battens, cross

bands & face veneers all from selected strong & durable hardwoods

bonded together under heat & pressure using a BWP type low VOC

Phenol Formaldehyde synthetic resin adhesive. The flush door shall

conform to IS 2202, 1991 with 35 x 12mm - 15mm thk teak wood

lipping patti all round and exposed edges finished with two coats of

Polyurethane coat of approved make, color & shade over a coat of

wooden primer, including labour for fixing of the fittings & fixtures

as per the drawings (but excluding the cost of fittings and

fixtures with screws which shall be paid separately under

relevant item) complete as per drawings & specification and as

directed by EIC.

Sq.m 260.00D6D :- Overall size of 750 x 2100 mm comprising Single leaf solid core



Ref Drg no. I - 807D




37 Providing and fixing 48mm thick factory made commercial flush door

shutter having a fire rating as specified finished with factory hot

pressed lamination of thickness 1.5 mm on both sides of shutter of

approved shade, colour with Greenlam / Merinolam / Euro as

mentioned below, comprising of phenol bonded soild core, kiln

seasoned battens, cross bands all from selected strong & durable

woods bonded together under heat & pressure using a BWP type

Phenol Formaldehyde synthetic resin adhesive confirming to IS 2202

with 48 x 12 to 15mm thick teak wood lipping patti all round and

exposed edges finished with two coats of polyurethane coat of



drawings (but excluding the cost of supply of fittings and fixtures

with screws which shall be paid separately under relevant item)


37.1 Sq.m 5.00

37.2 Sq.m 5.00

37.3 Sq.m 342.00

FD2A :- Overall size 900 x 2100mm comprising of Single leaf solid

core flush door without vision panel finished with factory hot pressed

lamination of thickness 1.5 mm of wood finish on both sides having fire

rating of 60 minutes.


FD3B :- Overall size 1050 x 2100mm comprising of Single leaf solid





FD3C :- Overall size 1050 x 2100mm comprising of Single leaf solid








37.4 Sq.m 3.00

37.5 Sq.m 38.00

37.6 Sq.m 82.00

37.7 Sq.m 41.00

37.8 Sq.m 55.00

FD4A :- Overall size 1200 x 2100mm comprising of Single leaf solid





FD4B :- Overall size 1200 x 2100mm comprising of Single leaf solid

core flush door without finished with factory hot pressed lamination of

thickness 1.5 mm of wood finish on both sides having fire rating of 60

minutes.


FD4C :- Overall size 1200 x 2100mm comprising of Single leaf solid





FD7A :- Overall size 1500 x 2100mm comprising of Double leaf solid


lamination of thickness 1.5 mm of wood finish at both sides having fire



FD3D :- Overall size 1050 x 2100mm comprising of Single leaf solid

core flush door 8mm thk toughened glass fire rated vision panel of size

200mm x 1375mm (200 x 450mm clear glass and 200 x 925mm

frosted film over glass as per the drawing) finished with factory hot

pressed lamination of thickness 1.5 mm of wood finish on outer side

and plain laminate on inner side and 150mm high SS kick plate on

both sides having fire rating of 60 minutes.

Ref Drg no. I - 804D




37.9 Sq.m 11.00

37.10 Sq.m 4.00

38 Providing and fixing 48mm thick factory made marine flush door


pressed lamination of thickness 1.5 mm on both sides of shutter of


mentioned below, comprising of phenol bonded solid core, kiln




with 48 x 12 to 15mm thick teak wood lipping patti all round and

exposed edges finished with two coats of polyurethane coat of






Sq.m 4.00FD6F :- Overall size 750 x 2100mm comprising of Single leaf solid




Ref Drg no. I - 807F

FD7B :- Overall size 1500 x 2100mm comprising of Double leaf solid

core flush door with vision panel of 200x1375mm for each shutter (200

x 450mm clear glass and 200 x 925mm clear glass with frosted film )

finished with factory hot pressed lamination of thickness 1.5 mm of

wood finish at both sides, SS 304 Kick plate matt finish and SS 304

push plate matt finish on single shutter at each face having fire rating

of 60 minutes.


FD7G :- Overall size 1500 x 2100mm comprising of Single leaf solid

core flush door without vision panel finished with sliding arrangement


wood finish at both sides having fire rating of 60 minutes.

Ref Drg no. I - 808G




39 Providing and fixing 55mm thick factory made commercial flush door


pressed lamination of thickness 1mm on both sides of shutter of


mentioned below, comprising of phenol bonded solid core, kiln




with 55 x 12mm thick 2nd class teak wood lipping patti all round and

exposed edges finished with two coats of water cut synthetic enamel

paint of approved make, color & shade over a coat of wooden primer,





Sq.m 31.00FD2C :- Overall size 900 x 2100mm comprising of Single leaf solid








40 Providing & fixing steel door frame and shutter of following sizes,

consisting of:

a) Frame made of 1.6mm thick galvanized steel sheet coated with

120grams / sqm including both sides conforming to IS 277 latest

revision formed to double rebate profile of size as mentioned, with a

maximum bending radius 1.4mm. fixed with 3 nos. of hold fast on each

side of the frame grouted with cement concrete of 1:3:6 fully poured

inside the hollow space.

b) 46 mm thick single leaf GI flush door shutter having fire rating of 60

minutes constructed from 1.20 mm thk galvanized steel sheet coated

with 120grams / sqm including both sides conforming to IS 277 latest

revision fully flush ,double skin door shell with lock seam joints and

stile edges. internal reinforcements / stiffeners are provided at top,

Bottom and stile edges for fire rating. The internal construction of the

door is a specially designed Honey Comb structure with

reinforcements / stiffeners at top, bottom and stile surrounds. Rate

should also include (but excluding the cost of fittings and fixtures with

screws which shall be paid separately under relevant item)

Note :- Rate includes

1. G.I. sheet coated with 120grams / sq.m including both sides

conforming to IS 277 Latest revision.

2. Make of G.I. sheet - SAIL, TATA, LLOYD

3. Cost of priming with zinc phosphate solving primer & finished with 2

or more coats of polyurethane Aliphatic grade or epoxy paint of

approved make, shade and colour.

4. Providing and fixing approved fire rated vision panel of 6 mm thick

clear glass wherever required as per the drawings.

5. Labour for fixing of the fittings & fixtures as per the drawings with

appropriate packing pieces if necessary.




40.1 Sq.m 11.00

40.2 Sq.m 11.00

Fittings and Fixtures

Note :- 1. One sample board consisting of each item of schedule of

quantities with approved quality fittings & fixtures & necessary

accessories including chromium plated brass screws, bolts, nuts,

washers should be submitted for approval of engineer - in - charge.

Large scale procurement shall be taken up only after approval of the

Engineer-in-charge. After approval, the samples shall be kept in the

office of the Engineer-in-charge to ascertain the approved quality for

the entire work.

2. All fittings & fixtures shall conform to relevant IS codes & standards

available.

3. Cost of fixing the fittings and fixtures included in the respective

items of doors mentioned herein above.

41 each 38.00

FD7B :- Overall size 1500 x 2100mm comprising of Double leaf solid

core flush door with vision panel of 200x1375mm for each shutter (200

x 450mm clear glass and 200 x 925mm clear glass with frosted film )


wood finish at both sides, SS 304 Kick plate matt finish and SS 304

push plate matt finish on single shutter at each face having fire rating

of 60 minutes.


FD7C :- Double leaf shutter of size 1500 x 2150 with 8mm thk

toughened glass fire rated vision panel of size 200mm x 1375mm (200

x 450mm clear glass and 200 x 925mm frosted film over glass as per

the drawing), rate including with galvanized frame size of 143 x

57mm

Ref Drg no. - 808C

Supplying at site double action hydraulic floor spring for wooden

shutter of approved brand and make conforming to IS : 6315, with

double spring mechanism and door weight upto 125kg for doors

including cost of cutting floors as required, embedding in floors and

stainless steel cover plate with brass pivot and single piece M.S. sheet

outer box with slide panel etc. along with necessary SS screws, bolts,

nuts, washers etc. as per approved samples. complete as per the

direction of Engineer In Charge




42 each 3.00

43 each 2548.00

44 each 28.00

45 each 335.00

46 each 153.00

47 pair 37.00

Supplying at site IS: 12817 marked stainless steel butt hinges of size

100 x 60 x 5mm of approved make along with necessary SS screws,

bolts, nuts, washers etc. as per approved samples. complete as per

the direction of Engineer In Charge.

Supplying at site IS: 12817 marked stainless steel satin finish butt

hinges (heavy weight) of size 127 x 75 x 3mm of approved make along

with necessary SS screws, bolts, nuts, washers etc. as per approved

samples complete as per the direction of Engineer In Charge.

Supplying at site concealed door closer conforming to IS 14912 :

2001 of approved make along with necessary SS screws, bolts, nuts,

washers etc. as per approved samples complete as per the direction

of the Engineer - In - Charge.

Supplying at site door closer conforming to IS 3564 of approved make

along with necessary SS screws, bolts, nuts, washers etc. as per

approved samples complete as per the direction of the Engineer - In -

Charge.

Supplying at site door handle bar 25 mm dia & 600 mm long pull

handle 'H' type in SS finish along with necessary SS screws, bolts,

nuts, washers etc. as per approved samples complete as per direction

of Engineer-in-Charge as approved samples complete as per the

direction of Engineer In Charge.

Supplying at site double action hydraulic floor spring for glass shutter

of approved brand and make conforming to IS : 6315, with double

spring mechanism and door weight upto 125kg for doors with Top &

Bottom Patch, Top & Bottom pivot and corner lock including cost of

cutting floors as required, embedding in floors and stainless steel

cover plate with brass pivot and single piece M.S. sheet outer box with

slide panel etc. along with necessary SS screws, bolts, nuts, washers

etc. as per approved samples. complete as per the direction of

Engineer In Charge




48 pair 1.00

49 pair 1.00

50 Set 386.00

51 Set 119.00

52 Set 1.00

53 each 30.00

54 each 270.00

Supplying at site 8" long recessed door handle in SS finish along with

necessary SS screws, bolts, nuts, washers etc. as per approved

samples complete as per direction of Engineer-in-Charge as

approved.

Supplying at site cylindrical mortise lock with 70mm brass cylinder

finished with Stainless steel and mortise handle in SS finish along with



approved.

Supplying at site cylindrical mortise lock with 50mm brass half cylinder

finished with Stainless steel and mortise handle in SS finish along with



approved.

Supplying at site sliding door arrangement comprising of guide rails,

top track, sliding door fittings etc in SS finish along with necessary SS

screws, bolts, nuts, washers etc. as per approved samples complete

as per direction of Engineer-in-Charge as approved.

Supplying at site stainless steel matt finished panic bar with lever

handle on the other side of approved make along with necessary SS

screws, bolts, nuts, washers etc. as per approved samples complete

as per the direction of the Engineer - In - Charge.

Supplying at site 45mm long brass Allen key lock with CP finish of

approved make along with necessary SS screws, bolts, nuts, washers

etc. as per approved samples complete as per the direction of the

Engineer - In - Charge.

Supplying at site door handle bar 32 mm dia & 450 mm long pull

handle 'D' type in SS finish along with necessary SS screws, bolts,

nuts, washers etc. as per approved samples complete as per direction

of Engineer-in-Charge as approved samples complete as per the

direction of Engineer In Charge.




55 each 3.00

56 each 144.00

57 each 144.00

58 each 2.00

59 each 22.00

60 each 144.00

61 each 144.00

General Note:

1. All shelves, drawers, shutters, partitions etc as specified in the

item descriptions shall be manufactured at Factory only.

Supplying at site stainless steel matt finished safety chain of approved

make along with necessary SS screws, bolts, nuts, washers etc. as

per approved samples complete as per the direction of the Engineer -

In - Charge.

Supplying at site SS finish floor lock for wooden doors along with


samples complete as per the direction of the Engineer - In - Charge.

Supplying at site magnetic door catch of approved make along with



Supplying at site matt finished stainless steel 300mm long tower bolt

of approved make along with necessary SS screws, bolts, nuts,

washers etc. as per approved samples complete as per the direction

of the Engineer - In - Charge.

Supplying at site SS finish AL drop 250 mm of approved make along

with necessary SS screws, bolts, nuts, washers etc. as per approved


Supplying at site matt finished stainless steel 300mm long concealed

tower bolt of approved make along with necessary SS screws, bolts,

nuts, washers etc. as per approved samples complete as per the

direction of the Engineer - In - Charge.

Supplying at site 2" dia brass peep hole with stainless steel finish of

approved make along with necessary SS screws, bolts, nuts, washers

etc. as per approved samples complete as per the direction of the

Engineer - In - Charge.




2. One sample of each item shall be got made to sizes and

dimensions shall be fabricated to be got Approval of IITB before

placing the full quantity of procurement. No extra amount shall be

payable and quoted rate shall be inclusive of all.

3.List of approved manufacturer

a) Plywood: Marine Ply - ISI marked -conforming to IS710 -M/s

Anchor, M.s Anand and M/s Greenlam, M/s Century ply of India

b) Laminates : Greenlam & Century

c) Fittings & Fixtures with SS screws : M/s Hettich

Paints : Asian Nerolac, ICI Dulux

Float glass: AISI, St.Gobain

Kitchen utilities: Stainless steel -304 SS (food grad) plain basket 6",

plain basket 4", cutlery basket, detergent rack, use me rack, dish rack

4. Mode of Measurement:

Item No. 62 Finished exposed surface on vertical plane shall be

measured in length and height shall be paid in sqm

Item No. 63: Actual weight provided for each unit excluding weight of

fitting fixtures and screws etc shall be weighed for measurement and

paid in kg

Item No. 64 Finished exposed surface on horizontal plane shall for

glass shelves in (length & width) & vertical plane for shutters in (length

& height) shall be measured & paid in sqm.




62

62.1 Below Kitchen & service Platform

Item as described above1.0 with following Fittings of approved

pattern & design of M/s Hettich :

Sq.m 75.00

a) handle -one no for shutter and one no for shelves

b) horizontal hinges for shutters -Two no per shutter

c) sliding telescopic hinges -Two no pershelves

d) Cabinets shall be laminated in white internally & externally

e) Base shutters in BWP grade ply externally in laminate finish with

matching edging, internally in white laminate

Providing and fixing at all floors , locations and heights factory made

shelves, drawers, shutters, partitions, etc ( as per drg) for Kitchen

shelves units & wall units, consisting of ISI Marked 19mm Marine

Plywood of approved manufacturer conforming to IS 710 hot press

synthetic resin Phenol formaldehyde type (BWP), with edging on all

edges shelves, drawers, shutters, partitions, etc and finished with

factory hot pressed lamination with 1mm / 1.5mm laminate of

approved make, shade, colour on both sides as mentioned below and

edges using exterior superior quality synthetic resin etc, (

lamination to be done at Factory ) including cost of transporting,

scaffolding , fixing in position with approved make of fittings and

fixtures as specified with stainless steel screws /fasteners (prior

approval Eng-in-charge) including cost of providing fixing 2nd class

teakwood of size 35 x 45mm frame work for Kitchen shelves units &

wall units, finished with 2 coats of approved shade and colour

synthetic enamel paint over a coat of wooden primer of approved

manaufacturer all as per drg including cost of fitting fixtures all

material, labour, wastage and testing of materials, fixing in position,

making good of the damaged existing items, damaged while fixing

/fabricating, removal of debris, cleaning the surfaces to hand over etc

complete all as per drgs and specification and as directed by Engineer-

in-charge.




62.2 Kitchen Wall Units

As per Item No 1 including framed glazed shutters of 2nd

class teak

wood of 45 x 22 mm and fixing in position 10mm thk float glass

shelves, (glass shelves shall be paid in relevant item) and wall unit

finished with 1mm laminate of approved make shade colour on both

sides and edges including with following Fittings of approved pattern

& design of M/s Hettich

Sq.m 30.00

a) handle -one no/shutter

b) horizontal opening hinges for shutters -Two no per shutter

c) brackets for holding the glass shelves four no per shelve

I) For Studio Apartment

63 Kg 395.00

64 Sq.m 40.00

Providing , fabricating and fixing at all floors , locations and heights of

stainless steel kitchen storage/ service units below existing granite

kitchen/service platforms made with 304 SS (food grade) comprising

of plain basket 6", plain basket 4", cutlery basket, detergent rack, use

me rack, dish rack etc as per approved drg, consisting of 6mm and

3.5mm dia bars and 12mm square tubes fabricated as per size shown

in drg including cost of providing ss frame work fixing in position of

above units including cost of material, transporting, labour, wastage

and testing etc complete all as per drgs and specification and as

directed by Engineer-in-charge.

Providing and fixing at all floors , locations and heights superior

quality heavy sheet float glass 10mm of approved manufacturer

including finishing the exposed edges smoothly, ncluding cost of

material, transporting, labour, wastage and testing etc complete all as

per drgs and specification and as directed by Engineer-in-charge.




65 Providing, laying and fixing in position machine cut and machine

polished (mirror polish) telephone black Granite stone slab having

minimum thickness of 18mm in required sizes, shade (in single or

multiple shades) shape and pattern in plain / curved or any geometric

shape and approved colour in at all location including necessary

mortar bedding/backing, close jointed and grouted with matching

cement slurry and finished to line, level etc. as required including

cutting of stone slabs, wastage, making cutouts, required pattern in

plain/curved or any geometric shape and design wherever required,

cleaning etc all as per specifications and drawings and directed by

Engineer-in-charge.

Rmt. 105.00In pantry counter top for guest rooms about 600mm wide of

approved quality & colors shade fixed and including providing 25mm

thick cuddappa stone as base and about 60mm wide mirror polished

Granite fascia as detailed drg, sandwiched bedded /backed of CM 1:4

of 15mm thick including Stones for fascia fixed with epoxy adhesive;

exposed faces / edges, rounded / chamfered, mirror polished etc.

complete to the approval of the EIC.All junctions shall be sealed with

silicon sealant. Rate quoted shall inclusive of required drilling, cutting

to the size for embedding the wash basin (area of opening shall not be

deducted for payment), providing SS pins, anchors, clamps, finishing

junctions with plaster, providing one no. intermediate vertical support

comprising of 25mm thk rough cudappah stone sandwiched between

20mm thk one side polished granite, providing one no. vertical support

at each end comprising of 25mm thk rough cudappah stone on internal

face and 18mm thick polished granite on exposed external face

backed with cement paste 1:3 of 12mm thk etc.complete as per drgs

and specifications and as directed by the Engineer -in - charge.

Ref Drg no. I - 723




66 Rmt. 545.00

67 Sq.m 30.00Providing & fixing in positions 6-25 mm thick combination of Exterior

Grade MDF paneling for Reception and Waiting area as per

architectural drawings and instructions. The system shall be

comprising following.

Paneling- providing and fixing 6-18mm thick exterior grade difference

sizes MDF directly fix on the wall at different levels as per architectural

drawings and instructions including cutting, necessary scaffolding

necessary hardware, drilling. The work also includes vertical drops, all

sides, curvature, cutting of MDF and providing cutouts / openings for

switch boards and cleaning etc. completed at all floors and heights as

specified and directed by Architects/ EIC.

Ref Drg no. I - 716

(Front elevational area shall be measured for Billing)

Providing and fixing ply pelmet (200mm wide and 200mm in depth)

for curtain wall as per instructions. The system shall be comprise

following.

Ply pelmet- Providing, making and fixing 19mm thick commercial ply

box 200 x 200mm in size as per drawing and finish ply with approved

water cut enamel paint.

MS frame work- Providing and fixing ms frame work made out of

35x35x6mm angle section anchored to ceiling properly. including

cutting, bidding, necessary hardware, drilling welding, anchored bolt

and finish the ms frame work with anticorrosive paint of MRF or

equivalent make etc. completed at all floors and heights as specified

and directed by Architects/ EIC. (Running Length of pelmet shall

be measured for Billing)

Ref Drg no. I - 616, I - 615 & I - 701A




68 Rmt. 10.00Providing & fixing in positions 200 x 400 mm in size Wood Portal

Frame for Reception area Opening as per architectural drawings

and instructions. The system shall be comprising following.

MS Frame work- providing, making and fixing 4 nos 50 x 50 x 4mm

MS angles box frame as main support and 50 x 50 x 4mm MS angles

@ 1000mm c/c as secondary support. The whole frame shall be fixed

to wall as well as on the floor with 10 mm thick & 400 x 200mm in size

MS base plate fix with anchor fasteners properly at both ends of

frame as per architectural drawings and instructions.

Ply Boxing- Providing, making and fixing 18 mm thick commercial ply

fixed on MS box frame at three sides properly. And cover the ply

boxing with p/f 4mm thick approved make and patterns veneer.

Finished the veneer with approved matt PU polish including cutting,

drilling, welding, necessary scaffolding, necessary hardware and

cleaning etc. completed at all floors and heights as specified and

directed by Architects/ EIC.

Ref Drg no. I - 718

( Running length of Portal Frame area shall be measured for

Billing)




69 Sq.m 45.00Providing & fixing in positions Reception area Air Supply Facade as

architectural drawing and instructions. The system shall be comprising

following.

Aluminum frame work -Providing, making and fixing aluminum frame

work made out of 38.1mm x 50.8mm aluminum heavy (16 Gauge) box

section @ 600mm c/d horizontal direction & 450mm c/c on vertical

direction. Frame shall be fixed to the ceiling with anchor fasteners as

well as supported with aluminum box section of 38.1mm x 50.8mm @

600mm c/c fix on wall with 41.30x41.30x6.40mm aluminum angle as

per side condition to match the facade with portal frame edge as per

architectural drawing.

Facade - Providing and fixing 12mm thick Marine ply fix on the

aluminum frame and finish the ply with 12mm thick gypsum board.

including cutting, necessary hardware, necessary scaffolding, drilling,

gyp boards are to be joined and finished so as to have a flush look

which includes filling and finishing the tapered and square edge of the

boards with gypsum roller net tape & approved quality joining

compounds. The work also includes vertical drops, all sides, curvature,

cutting of gyp boards & frame work and providing cut out and

necessary support for switch boxes, AC Grills, AC Nozzles, ducting

and light fittings and cleaning etc. completed at all floors and heights

as specified and directed by Architects/ EIC. Rate shall include

providing, fabricating & fixing aluminum framework, 12mm thk

commercial ply & gypsum board and any other accessories viz

screws, net tape etc and no extra payment shall be made for making

cut outs. Ref Drg no. I - 719 (Front elevational area shall be

measured for Billing)




70

70.1 Sq.m 160.00

70.2 Sq.m 415.00

70.3 Sq.m 5.00Above 100mm and up to 150mm thick paneling

Providing & fixing in positions 12 mm thick commercial ply and

1.5mm thk laminate paneling as per architectural drawing and

instructions. The system shall be comprising following.

Ply frame work - Providing, making and fixing ply frame work made

out of 18mm thk commercial ply as per the drawing ( spacing should

no be exceed than 600mm depending on length and height). Frame

shall be supported with aluminum box section of 38.1mm x 50.8mm @

600mm c/c fix on wall with 40

finance boq

Documents

campus of iit bombay

item description

v wiring

electrical workpoint

telephone wiring

fighting systeminternal

ceiling fans

end joints