Kerala State Nirmithi Kendra Tender
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Costs
EMD
₹ 9,707Document Cost
₹ 777Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_KSNK_693347_1Bid Award Id
ViewTender No
KSNK/TECH/EKM/CCWMVO(R1)- 135/2024Tender Authority
Kerala State Nirmithi Kendra ViewPurchaser Address
-Website
http://etenders.kerala.gov.in
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Documents
BOQ Items
4.1.2
Providing and laying in position cement concrete of specified grade excluding the cost of centering and
shuttering - All work up to plinth level:1:1/2:3 (cement : 11/2 coarse sand : 3 graded stone aggregate 20
mm nominal size)
1.78
-
-
50.6.1.8
Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x15cm 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
2.72
-
-
13.7.2
12 mm cement plaster finished with a floating coat of neat cement of mix:1:4 ( 1 cement : 4 fine sand)
42.25
-
-
od258683/2022_2023
Providing beading work on plastered compound wall top surface with CM 1:3 ,15 cm thickness including
all cost of materials,labour etc,complete.
20
-
-
13.47.1
Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade:New work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm)
42.25
-
-
10.25.2
Item Shifted to head 14 as item 14.74Steel work welded in built up sections/framed work, including
cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
405
-
-
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
17.96
-
-
od259095/2022_2023
Providing electrification works on compound wall gate pillar including all cost,labour etc,complete.
1
-
-
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
10
-
-
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