Kerala Tourism Development Corporation Limited Tender
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Costs
EMD
₹ 24,100Document Cost
₹ 2,360Tender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2025_KTDC_756283_1Tender No
KTDC/EW/LL/Lift-Civil works/2025Tender Authority
Kerala Tourism Development Corporation Limited ViewPurchaser Address
-Website
http://https://www.ktdc.com/
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Documents
BOQ Items
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Providing and laying in position machine batched and machine mixed design mix M-25 grade cement
concrete for reinforced cement concrete work, using cement content as per approved design mix,
including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing
and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate,
retard setting of concrete, improve workability without impairing strength and durability as per direction of
Engineer - in-charge. Note:- Cement content considered in this item is @ 330 kg/ cum. Excess or less
cement used as per design mix is payable or recoverable separately.All work upto plinth level
6.06
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Applying one coat of water thinnable cement primer of approved brand and manufacture on wall
surface:Water thinnable cement primer
169.84
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Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and
binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
726.6
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Solid block masonry using pre cast solid blocks ( Factory made) of size 30x20x20cm or nearest available
size confirming to IS 2185 Part I of 1979 for super structure up to floor two level thickness 20cm and
above in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete
PRICE EST NO:2024/9066
printed
17.38
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Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of
columns, etc for mass concrete
11.76
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Demolishing brick work manually / by mechanical means including stacking of serviceable material and
disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In
cement mortar
3.87
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Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and
binding all complete above plinth level.Thermo - Mechanically Treated bars of grade Fe-500D or more
908.3
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Dismantling doors, windows and clerestory windows (steel or wood ) shutter including chowkhats,
architrave, holdfasts etc. complete and stacking within 50 metres lead:Of area 3 sq. metres and below
3
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Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams,
girders bressumers and cantilevers
54.17
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and
shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand : 4 graded stone aggregate 20 mm
nominal size)
1.39
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Providing and applying integral crystalline slurry of hydrophilic in nature forwaterproofing treatment to the
RCC structures like retaining walls of the basement,water tanks, roof slabs, podiums, reservior, sewage
& water treatment plant, tunnels/ subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5
partsintegral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 partsintegral crystalline
slurry : 1 part water) for horizontal surfaces and applying thesame from negative (internal) side with the
help of synthetic fiber brush. The materialshall meet the requirements as specified in ACI-212-3R-2010
i.e by reducingpermeability of concrete by more than 90% compared with control concrete as perDIN
1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystallineslurry shall be capable
of self-healing of cracks up to a width of 0.50mm. The workshall be carried out all complete as per
specification and the direction of the engineerin-charge. The product performance shall carry guarantee
for 10 years against anyleakage.For vertical surface two coats @0.70 kg per sqm
9.4
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Providing and applying integral crystalline slurry of hydrophilic in nature forwaterproofing treatment to the
RCC structures like retaining walls of the basement,water tanks, roof slabs, podiums, reservior, sewage
& water treatment plant, tunnels/ subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5
partsintegral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 partsintegral crystalline
slurry : 1 part water) for horizontal surfaces and applying thesame from negative (internal) side with the
help of synthetic fiber brush. The materialshall meet the requirements as specified in ACI-212-3R-2010
i.e by reducingpermeability of concrete by more than 90% compared with control concrete as perDIN
1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystallineslurry shall be capable
of self-healing of cracks up to a width of 0.50mm. The workshall be carried out all complete as per
specification and the direction of the engineerin-charge. The product performance shall carry guarantee
for 10 years against anyleakage.For horizontal surface one coat @1.10 kg per sqm.
3.03
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Providing and laying Vitrified tiles in floor with different sizes (thickness to be specified by the
manufacturer), with water absorption less than 0.08% and conforming to IS : 15622, of approved brand &
manufacturer, in all colours and shade, laid with cement based high polymer modified quick set tile
adhesive (water based) conforming to IS : 15477, in average 6 mm thickness, including grouting of joints
(Payment for grouting of joints to be made separately).Size of Tile 800x800 mm
6.72
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Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas
(exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated
earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of
soil
22.84
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Grouting the joints of flooring tiles having joints of 3 mm width, using epoxy grout mix 0.70 kg of organic
coated filler of desired shade (0.10 kg of hardener and 0.20 kg of resin per kg). including filling /grouting
and finishing complete as per direction of Engineer-in-charge.Size of Tile 800x800mm
6.72
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Civil Work for the Lift
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SS 316, Nylon separators toprevent bi-metallic contacts all complete required to perform as per
specificationand drawing The item includes cost of all material & labour component, the cost ofall mock
ups at site, cost of all samples of the individual components for testing inan approved laboratory, field
tests on the assembled working curtain wall with aluminium composite panel cladding, cleaning and
protection of the curtain wallwith aluminium composite panel cladding till the handing over of the building
foroccupation. Base frame work for ACP cladding is payable under the relevantaluminium item.s The
Contractor shall provide curtain wall with aluminiumcomposite panel cladding, having all the performance
characteristics all complete, as per the Architectural drawings, as per item description, as specified, as
per theapproved shop drawings and as directed by the Engineer-in-Charge.However, for the purpose of
payment, only the actual area on the external face ofthe curtain wall with Aluminum Composite Panel
Cladding (including width ofgroove) shall be measured in sqm. up to two decimal places.
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Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including
attached pilasters, butteresses, plinth and string courses
21.28
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Designing, fabricating, testing, installing and fixing in position Curtain Wall withAluminium Composite
Panel Cladding, with open grooves for linear as well ascurvilinear portions of the building , for all heights
and all levels etc. including:a) Structural analysis & design and preparation of shop drawings for
pressureequalisation or rain screen principle as required, proper drainage of water to makeit watertight
including checking of all the structural and functional design.b) Providing, fabricating and supplying and
fixing panels of aluminium compositepanel cladding in pan shape in metalic colour of approved shades
made out of4mm thick aluminium composite panel material consisting of 3mm thick FR grademineral
core sandwiched between two Alumini um sheets (each0.5mm thick). Thealuminium composite panel
cladding sheet shall be coil coated, with Kynar500based PVDF / Lumiflon based fluoropolymer resin
coating of approved colourand shade on face # 1 and polymer (Service) coating on face # 2 as specified
usingstainless steel screws, nuts, bolts, washers, cleats, weather silicone sealant, backerrods etc.c) The
fastening brackets of Aluminium alloy 6005 T5 / MS with Hot Dip Galvanisedwith serrations and serrated
washers to arrest the wind load movement, fasteners,SS 316 Pins and anchor bolts of approved make in
29.21
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Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade:Two
or more coats on new work
169.84
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Providing and laying in position machine batched and machine mixed design mix M-25 grade cement
concrete for reinforced cement concrete work, using cement content as per approved design mix,
including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing
and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate,
retard setting of concrete, improve workability without impairing strength and durability as per direction of
Engineer - in-charge. Note:- Cement content considered in this item is @ 330 kg/ cum. Excess or less
cement used as per design mix is payable or recoverable separately.All work above plinth level upto floor
V level
9.08
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Centering and shuttering including strutting, etc. and removal of form for:Edges of slabs and breaks in
floors and wallsUnder 20 cm wide
8.8
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Dismantling roofing including ridges, hips, velleys and gutters etc., and stacking the material within 50
metres lead of :G.S. Sheet
15
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12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
191.93
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