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 Alappy Dist- Infrastructural Development Works For Padasekharam Ambalapuzha North Panchayath In Alappy Dist-nalupadam Ward8
Description
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Contact
Tender Id
2025_KLDC_722990_1Tender No
KLDC/ALP/CE/2024-25/05(7)Tender Authority
Kerala Land Development Corporation Limited ViewPurchaser Address
-Website
http://enders.kerala.gov.in
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Documents
BOQ Items
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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)
180
-
-
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4.3.1
Centering and shuttering including strutting, propping etc. and removal of form work
for:Foundations, footings, bases for columns
337.5
-
-
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13.33.1
Pointing on stone work with cement mortar 1:3 ( 1 cement : 3 fine sand):Flush/ Ruled
pointing
225
-
-
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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)
28.13
-
-
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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
90
-
-
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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
5850
-
-
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APP B: Construction of Engine SHED-NOS 3, cherukari valiyaveetil thara
thottankara .
-
-
-
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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
50.42
-
-
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51.2.3
Filling with Quarry Muck Filling up low lying and water logged areas with local
material/ quarry muck, spreading in layers, leveling the top at site and consolidation
by ramming, etc complete for improving the CBR value of subgrade
31.52
-
-
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4.1.6
Providing and laying in position cement concrete of specified grade excluding the
cost of centering and shuttering - All work up to plinth level:1:3:6 ( 1 cement : 3
coarse sand : 6 graded stone aggregate 40 mm nominal size)
31.41
-
-
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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
29.06
-
-
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4.3.1
Centering and shuttering including strutting, propping etc. and removal of form work
for:Foundations, footings, bases for columns
221.09
-
-
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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
58.61
-
-
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60.7.1
DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry
with good quality blasted rubble including 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
333.6
-
-
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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.
133.91
-
-
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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
3486.96
-
-
... More
11.5
62 mm thick cement concrete flooring with concrete hardener topping, under layer 50
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, 6 mm nominal size) by
volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per
manufactures specification. This includes cost of cement slurry, but excluding the
cost of nosing of steps etc. complete.
6.97
-
-
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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)
9.92
-
-
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13.37.1
White washing with lime to give an even shade:New work (three or more coats)
832.18
-
-
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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
832.18
-
-
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13.62.1
Painting with synthetic enamel paint of approved brand and manufacture of required
colour to give an even shade:Two or more coats on new work over an under coat of
suitable shade with ordinary paint of approved brand and manufacture .
43.5
-
-
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50.9.1.1
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), using good quality Anjili wood /jack wood
0.68
-
-
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50.9.3.1
Providing and fixing paneled or paneled and glazed shutters for doors, windows and
clerestory windows, 30 mm thick shutters including ISI marked M.S. pressed butt
hinges bright finished of required size with necessary screws, excluding paneling
which will be paid for separately, all complete as per direction 0f Engineer in- charge.
using Anjili/ Jack wood
12.57
-
-
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50.10.1
Steel work in built up G I tubular ( round, square or rectangular hollow tubes etc.)
trusses etc., including cutting, hoisting,fixing in position and applying a priming coat
of approved steel primer, including welding and bolted with special shaped washers
etc. complete
3720.42
-
-
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13.59
Coal tarring two coats on new work using 0.16 litre and 0.12 litre coal tar per sqm in
the first coat and second coat respectively.
43.5
-
-
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50.10.2
Steel work for purlin/single section with G I pipes including cutting, hoisting, fixing
in position and applying a priming coat of approved steel primer, including welding
and bolted with special shaped washers etc. complete
3628.8
-
-
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12.1.3
Providing corrugate G.S. sheet roofing including vertical/ curved surface fixed with
polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I.
limpet washers or with G.I. limpet washers filled with white lead, including a coat of
approved steel primer and two coats of approved paint on overlapping of sheets
complete ( up to any pitch in horizontal / vertical or curved surfaces), excluding the
cost of purlins, rafters and trusses and including cutting to size and shape wherever
required.0.63 mm thick with zinc coating not less than 275 gm/m2
131.25
-
-
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12.4.2
Providing ridges or hips width 60 cm overall width plain G.S. sheet fixed with
polymer coated J or L hooks, bolts and nuts 8 mm dia G.I. limpet and bitumen
washers complete.0.63 mm thick with zinc coating not less than 275 gm/m2
37.5
-
-
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60.4
Locking Arrangements - Supplying and Fixing lock and locking arrangements with
suitable chain hooks,and padlock of 65mm size.
27
-
-
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APP C :Construction of Culvert
-
-
-
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60.1.1
RING BUND Type-I-Putting up ring bund as per approved shape 2.5m bottom width,
1m top width using empty gunny/polythene bags filled with earth placed in 2 rows at
0.6m apart and filled in between with puddle clay to form bund for an average height
2.00m including labour dismantling the bund after completion of the work etc.
complete.
40
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60.2.3
Bailing out water using pump above 5 HP and Up to 10 HP-Bailing out water with
engine and pump set above 5HP and up to 10HP, including conveyance to site and
erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete
200
-
-
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2.26.1
Extra for every additional lift 1.5 m or part there of in excavation / banking excavated
or stacked materials.All kinds of soil
76.8
-
-
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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
131.65
-
-
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2.16.2
Close timbering in trenches including strutting, shoring and packing cavities
(wherever required) complete (Measurements to be taken of the face area
timbered).Depth exceeding 1.5 m but not exceeding 3 m
56
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-
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60.64.1
Coconut Pile - Supplying and stacking well matured straight coconut post for driving
down throug various strata bellow bed level including cost coveyance labour charges
etc complete.
120
-
-
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51.2.3
Filling with Quarry Muck Filling up low lying and water logged areas with local
material/ quarry muck, spreading in layers, leveling the top at site and consolidation
by ramming, etc complete for improving the CBR value of subgrade
14.63
-
-
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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)
14.63
-
-
... More
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)
50.34
-
-
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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
16.6
-
-
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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.
142.42
-
-
... 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
1944.7
-
-
... More
4.3.1
Centering and shuttering including strutting, propping etc. and removal of form work
for:Foundations, footings, bases for columns
24.4
-
-
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51.2.4
Filling with Sand 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.
60
-
-
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OD49122/2024-2025 Driving down coconut pile to lines and levels through sandy soil strata including all
hire charges and labour and all other appliances necessary for pile driving down after
pointing the bottom end. Details for one post of 6m long 5 numbers per day 6 x 5
=30m . Details for 30 m length
120
-
-
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APP. D: Construction of Engine Thara Cherukari, Thottankara- 2 Nos
-
-
-
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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
286.1
-
-
... More
2.26.1
Extra for every additional lift 1.5 m or part there of in excavation / banking excavated
or stacked materials.All kinds of soil
172.95
-
-
... More
2.16.2
Close timbering in trenches including strutting, shoring and packing cavities
(wherever required) complete (Measurements to be taken of the face area
timbered).Depth exceeding 1.5 m but not exceeding 3 m
168.5
-
-
... More
60.2.3
Bailing out water using pump above 5 HP and Up to 10 HP-Bailing out water with
engine and pump set above 5HP and up to 10HP, including conveyance to site and
erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete
480
-
-
... More
4.1.6
Providing and laying in position cement concrete of specified grade excluding the
cost of centering and shuttering - All work up to plinth level:1:3:6 ( 1 cement : 3
coarse sand : 6 graded stone aggregate 40 mm nominal size)
27.5
-
-
... 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
144.07
-
-
... 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
11525.2
-
-
... More
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.
40.48
-
-
... More
5.9.3
Centering and shuttering including strutting, etc. and removal of form for:Suspended
floors, roofs, landings, balconies and access platform
401.92
-
-
... More
4.3.1
Centering and shuttering including strutting, propping etc. and removal of form work
for:Foundations, footings, bases for columns
43.7
-
-
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