Kerala Land Development Corporation Limited Tender
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Costs
EMD
₹ 1,00,000Document Cost
₹ 8,850Tender Fee
Refer Documents
Summary
Ridf Xxx- Infrastructural Development Work Of Various Ponds And Padashekharams In Ambalapuzha Taluk And Cherthala Taluk In Alappuzha District- Infrastructural Development Works For Padashekharam In Thakazhi Panchayath In Alappuzha District-chettuthar
Description
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Contact
Tender Id
2025_KLDC_722322_1Tender No
KLDC/ALP/CE/2024-25/05(3)Tender Authority
Kerala Land Development Corporation Limited ViewPurchaser Address
-Website
http://enders.kerala.gov.in
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Documents
BOQ Items
... More
7.2.1
Random rubble masonry with hard stone in superstructure above plinth level and upto
floor five level, including leveling up with cement concrete 1:6:12 (1 cement : 6
coarse sand : 12 graded stone aggregate 20 mm nominal size) at window sills, ceiling
level and the like.Cement mortar 1:6 (1 cement : 6 coarse sand)
260
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-
... More
13.33.1
Pointing on stone work with cement mortar 1:3 ( 1 cement : 3 fine sand):Flush/ Ruled
pointing
525
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-
... More
4.3.1
Centering and shuttering including strutting, propping etc. and removal of form work
for:Foundations, footings, bases for columns
495
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-
... More
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
148.5
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-
... More
4.1.3
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 (zone-III) : 4 graded stone aggregate 20 mm nominal size)
37.5
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-
... More
5.22.6
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
14850
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-
... More
OD39170/2024-2025
Supplying and filling at site with contractors own earth suitable for filling brought
from<br>out side, levelling the top at site and banking in layers not exceeding
20 cm in depth, breaking clods,<br>watering, ramming and dressing up in
embankments for bund,roads, flood banks, marginal banks and guide<br>banks
or filling up ground depressions, and as per the direction of officers at the site, etc,
complete.
2300
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-
... More
19.6.2
Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars
jointed with stiff mixture of cement mortar in the proportion of 1:2 ( 1 cement : 2 fine
sand) including testing of joints etc. complete:150 mm dia R.C.C. pipe
12
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-
... More
19.6.3
Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars
jointed with stiff mixture of cement mortar in the proportion of 1:2 ( 1 cement : 2 fine
sand) including testing of joints etc. complete:250 mm dia R.C. C. pipe
12
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-
... More
19.6.4
Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars
jointed with stiff mixture of cement mortar in the proportion of 1:2 ( 1 cement : 2 fine
sand) including testing of joints etc. complete:300 mm dia R.C.C. pipe
12
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-
... More
19.6.5
Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars
jointed with stiff mixture of cement mortar in the proportion of 1:2 ( 1 cement : 2 fine
sand) including testing of joints etc. complete:450 mm dia R.C.C. pipe
18
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-
... More
19.6.6
Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars
jointed with stiff mixture of cement mortar in the proportion of 1:2 ( 1 cement : 2 fine
sand) including testing of joints etc. complete:500 mm dia R.C.C. pipe
12
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-
... More
19.6.7
Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 ( 1 cement : 2 fine
sand) including testing of joints etc. complete:600 mm dia R.C.C. pipe
12
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-
... More
19.6.8
Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars
jointed with stiff mixture of cement mortar in the proportion of 1:2 ( 1 cement : 2 fine
sand) including testing of joints etc. complete:700 mm dia R.C.C. pipe
12
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