Kerala Land Development Corporation Limited Tender
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Technical
Technical
Class Of Bidder
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The class eligibility requirement to bid or participate in this tender is Classification of Bidder: B and above.
Technical Capacity
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The bidder is required to have experience, and an experience certificate issued by a competent authority not below the rank of a Superintending Engineer is to be submitted. However, specific details on the required prior work experience, such as the value and percentage of similar works completed, are not mentioned. The credibility of the contractor, his performance in the execution of works, and his capacity to undertake and complete the work of a specified amount will be ascertained, but the exact amount is not provided.
Costs
EMD
₹ 1,00,000Document Cost
₹ 8,850Tender Fee
Refer Documents
Summary
Nabard Ridf Xxx- Comprehensive Infrastructural Development Works Of Various Padashekharams In Kollam District- Madanthakodu Ela- Infrastructural Development Works Of Madanthakodu Ela In Kareepra Panchayath In Kollam District
Description
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Contact
Tender Id
2025_KLDC_745221_1Tender No
KLDC/ALP/CE/2024-25/06(2)Tender Authority
Kerala Land Development Corporation Limited ViewPurchaser Address
-Website
http://enders.kerala.gov.in
GEM & Bid Advisory Services
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Documents
BOQ Items
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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)
50
-
-
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5.9.16.1
Centering and shuttering including strutting, etc. and removal of form for:
Edges of slabs and breaks in floors and wallsUnder 20 cm wide
2001
-
-
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13.33.1
Pointing on stone work with cement mortar 1:3 ( 1 cement : 3 fine sand):Flush/ Ruled
pointing
650
-
-
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App B- Construction of Concrete drain (Madanthakodu Ela)
-
-
-
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2.6.1
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
315
-
-
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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)
180
-
-
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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)
285
-
-
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5.9.2
Centering and shuttering including strutting, etc. and removal of form for:Walls (any
thickness) including attached pilasters, butteresses, plinth and string courses etc.
2000.6
-
-
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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
1.8
-
-
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5.9.5
Centering and shuttering including strutting, etc. and removal of form for:Lintels,
beams, plinth beams, girders bressumers and cantilevers
7.2
-
-
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5.9.16.1
Centering and shuttering including strutting, etc. and removal of form for:
Edges of slabs and breaks in floors and wallsUnder 20 cm wide
27
-
-
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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
14412
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-
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App C - Construction of Ramp (Madanthakodu Ela)
-
-
-
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2.6.1
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
30.24
-
-
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OD48513/2024-2025
Dry rubble masonry (without concrete levelling course) with good quality blasted
rubble (without bond stone), and packing to compactness to lines and levels cost and
conveyance of all materials labour charges etc. complete as per direction of
Departmental officers at site.
111.24
-
-
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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)
9.3
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-
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5.9.16.1
Centering and shuttering including strutting, etc. and removal of form for:
Edges of slabs and breaks in floors and wallsUnder 20 cm wide
92
-
-
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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
465
-
-
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13.33.1
Pointing on stone work with cement mortar 1:3 ( 1 cement : 3 fine sand):Flush/ Ruled
pointing
54
-
-
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App D - Construction of Pump House (Madanthakodu Ela )
-
-
-
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2.6.1
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
51.05
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-
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51.2.4
Filling with Sand <br> Supplying and filling sand in foundation trenches of
culvert for stabilizing the top clay layer including watering, ramming, consolidating and dressing, etc complete for improving bearing capacity of soil.
46.99
-
-
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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)
31.12
-
-
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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
51.05
-
-
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7.1.1
Random rubble masonry with hard stone in foundation and plinth including levelling
up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate
20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse
sand)
10.98
-
-
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50.6.2.1
Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15 cm
or nearest available size confirming to IS 2185 part I of 1979 for foundation and
plinth with thickness 15cm in: CM 1:6 ( 1 cement :6 coarse sand) etc complete
8.53
-
-
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5.9.5
Centering and shuttering including strutting, etc. and removal of form for:Lintels,
beams, plinth beams, girders bressumers and cantilevers
3.97
-
-
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5.9.2
Centering and shuttering including strutting, etc. and removal of form for:Walls (any
thickness) including attached pilasters, butteresses, plinth and string courses etc.
131.72
-
-
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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
3829.05
-
-
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11.4
52 mm thick cement concrete flooring with concrete hardener topping, under layer 40
mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand: 4 graded stone aggregate
20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6mm nominal size) by volume,
hardening compound mixed @ 2 litre per 50 kg of cement or as per
manufacturer's specifications. This includes cost of cement slurry, but excluding
the cost of nosing of steps etc. complete
5.76
-
-
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13.1.2
12 mm cement plaster of mix:1:6 (1 cement : 6 fine sand).
94.66
-
-
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13.44.1
Finishing walls with water proofing cement paint of required shade:New work (Two
or more coats applied @ 3.84 kg/10 sqm)
94.66
-
-
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13.80
Providing and applying white cement based putty of average thickness 1 mm, of
approved brand and manufacturer, over the plastered wall surface to prepare the
surface even and smooth complete.
94.66
-
-
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9.1.2
Providing wood work in frames of doors, windows, clerestory windows and other
frames, wrought framed and fixed in position with hold fast lugs or with dash
fasteners of required dia & length (hold fast lugs or dash fastener shall be paid
for separately).Sal wood
0.07
-
-
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9.5.1.1
Providing and fixing panelled or panelled and glazed shutters for shutters for doors,
windows and clerestory windows, including ISI marked M.S. pressed butt hinges
bright finished of required size with necessery screws, excluding panelling which will
be paid for separately, all complete as per direction of Engineer - in-charge.
Second class teak wood35 mm thick shutters
2.1
-
-
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App E - Deepening of Thodu
-
-
-
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2.6.1
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
675
-
-
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App F - Foot slab
-
-
-
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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)
0.96
-
-
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5.9.16.1
Centering and shuttering including strutting, etc. and removal of form for:
Edges of slabs and breaks in floors and wallsUnder 20 cm wid
20.8
-
-
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5.9.16.2
Centering and shuttering including strutting, etc. and removal of form for:
Edges of slabs and breaks in floors and wallsAbove 20 cm wide
6.4
-
-
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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
72
-
-
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App G- Construction of drain near pump house
-
-
-
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2.6.1
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
63
-
-
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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)
36
-
-
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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)
42
-
-
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5.9.2
Centering and shuttering including strutting, etc. and removal of form for:Walls (any
thickness) including attached pilasters, butteresses, plinth and string courses etc.
400.6
-
-
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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
0.31
-
-
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5.9.5
Centering and shuttering including strutting, etc. and removal of form for:Lintels,
beams, plinth beams, girders bressumers and cantilevers
1.44
-
-
... More
5.9.16.1
Centering and shuttering including strutting, etc. and removal of form for:
Edges of slabs and breaks in floors and wallsUnder 20 cm wide
5.4
-
-
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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
2128.08
-
-
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