District Nirmithi Kendra Tender
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District Nirmithi Kendra Tender
Civil And Construction
Building Construction
Eprocure
Opening Date20 Jan 2022
Closing Date28 Jan 2022
Tender Amount₹ 25,12,270 This is an estimated amount, exact amount may vary.
Costs
EMD
₹ 43,500Document Cost
₹ 2,800Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_DNKML_468526_1Bid Award Id
ViewTender No
NKMP/E-TENDER/ P1 / 587E / 21-22Tender Authority
District Nirmithi Kendra ViewPurchaser Address
-Website
http://etenders.kerala.gov.in
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Documents
BOQ Items
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15.10.2
Dismantling dressed stone work ashlar face stone work, marble work or precast concrete work manually /
by mechanical means including stacking of serviceable and disposal of unserviceable material within 50
metres lead as per direction of Engineer-in-Charge:In cement mortar
6.3
-
2273.05
... More
15.9.1
Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable
material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in-
Charges:In Lime Mortor
8.48
-
915.05
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15.7.4
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
1.62
-
1627.5
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2.8.1
Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation
trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and
ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus
excavated soil as directed, within a lead of 50 m.All kinds of soil
90
-
279.32
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4.1.8
Providing and laying in position cement concrete of specified grade excluding the cost of centering and
shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40
nominal size)
18.07
-
6410.38
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5.1.2
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of
centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse
sand :3 graded stone aggregate 20 mm nominal size
27.44
-
8545.87
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50.2.25.1
Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations etc. in layers
not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to
50 m and lift up to 1.5 m as per direction of site Engineer-in-charge
54.4
-
494.61
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5.2.2
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth
and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level
excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand :
3 graded stone aggregate 20 mm nominal size
5.4
-
10303.84
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5.1.3
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of
centering, shuttering, finishing and reinforcement - All work up to plinth level:1:2:4 ( 1 cement : 2 coarse
sand : 4 graded stone aggregate 20 mm nominal size)
1.27
-
8078.69
... More
5.3
Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 150 landings,
balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor
five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement :
1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size).
32.35
-
10810.69
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5.9.1 - Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of
columns, etc for mass concrete
27
-
315.41
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5.9.6
Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers,
Abutments, Posts and Struts
102.9
-
812.38
... More
5.9.5
Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams,
girders bressumers and
123.25
-
611.24
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5.9.3
Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs,landings, balconies and access platform
180.85
-
767.35
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5.22A.6
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
5243.82
-
92.47
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50.6.2.2
Solid masonry using pre cast solid blocks (factory made) of size 30x20x15cm or nearest available size
confirming to IS 2185 part I of 1979 for super structure up to floor two level with thickness 15cm in : CM
1:6 ( 1 cement : 6 coarse sand) etc complete
21.53
-
6551.84
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50.6.6.2
Hollow block masonry using pre cast solid blocks (factory made) of size 40x20x10cm or nearest available
size confirming to IS 2185 part I of 1979 for Super structure up to floor two level for 10 cm thick wall in:
CM 1:6 ( 1 cement : 6 coarse sand) including cost of scaffolding etc complete
5.19
-
6250.35
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9.48.2
Providing and fixing M.S. Grills of required pattern in frames of windows etc. with M.S. flats, square or
round bars etc. including priming coat with approved steel primer all complete.Fixed to openings/ wooden
frames with rawl plugs screws etc
264.86
-
203.17
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13.1.1
12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
771.07
-
295.45
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13.3.1
20 mm cement plaster of mix:1:4 (1 cement : 4 fine sand)
170.43
-
404.43
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11.39
Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to be
specified by the manufacturer), of 1st quality conforming to IS: 15622, of approved make in colours
White, Ivory, Grey, fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 cement : 4 Coarse sand),
including grouting the joints with white cement and matching pigments etc., complete.
129.96
-
1205.08
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21.1.1.2 - Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up
standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS :
733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the
gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc.
Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever
required including cleat angle, Aluminnium snap beading for glazing /paneling, C.P. brass/ stainless steel
screws, all complete as per architectural drawings and the directions of Engineer-in-charge.(Glazing,
paneling and dash fasteners to be paid for separately):For fixed portionPowder coated aluminium
(minimum thickness of powder coating 50 micron
137.04
-
505.19
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21.3.1
Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM
rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of Engineer -
in -Charge. ( Cost of aluminium snap beading shall be paid in basic item):With float glass panes of 4.0
mm thickness
25.2
-
1106.81
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13.43.1
Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer
888.91
-
66.45
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13.60.1
Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade:Two
or more coats on new work
888.91
-
142.4
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10.3
Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced
with flat iron diagonals 20x5 mm size, with top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia
steel pulleys, complete with bolts, nuts,locking arrangement, stoppers, handles, including applying a
priming coat of approved steel primer
8.4
-
9600.13
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13.61.1
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or
more coats on new work
38.4
-
134.56
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2 ELECTRIFICATION
-
-
-
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Electrification work as per direction of Electrical engineer as per PWD standards.
1
-
120000
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3 SIGNAGES
-
-
-
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signages as per direction of engineer in charge with proper discussion of user agency
1
-
25000
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4 WATER PROOF TREATMENT IN SLAB JOINT
-
-
-
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water proofing work as per direction of engineer in charge with proper discussion of user agency
1
-
35000
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unforseen items
-
-
-
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unforseen items
1
-
6116.96
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