The Kerala Minerals And Metals Limited Tender
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Costs
EMD
₹ 50,000Document Cost
₹ 5,900Tender Fee
Refer Documents
Summary
Construction Of Purification Plant Building And Pump Foundations Up To Ffl(phase-1).
Description
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Contact
Tender Id
2025_KMML_759058_1Bid Award Id
ViewTender No
KMML/TP/PROJ/C/T/02/2025-26 DATED 08/04/2025Tender Authority
The Kerala Minerals And Metals Limited ViewPurchaser Address
-Website
http://etenders.kerala.gov.in
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Documents
BOQ Items
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5.26
Providing and filling in position, blow bitumen in expansion joints.
1
-
-
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5.28
Providing and fixing in position 12 mm thick bitumen impregnated fibre board
conforming to IS: 1838, including cost of primer, sealing compound in expansion
joints.
39
-
-
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13.65.1
Painting with black anti- corrosive bitumastic paint of approved brand and
manufacture to give an even shade:Two or more coats on new work
2330
-
-
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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
80
-
-
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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.
284.8
-
-
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4.1.5
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 20 mm nominal size)
112.86
-
-
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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
263.75
-
-
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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
64912
-
-
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OD90564/2024-2025
Fixing mild steel round holding down bolts of all diameter with nuts and washer
plates in line and level complete supplied by KMML in columns & foundations
as per issued drawing and direction of engineer in charge.
4880
-
-
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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
10
-
-
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OD67398/2024-2025
Providing and applying protective primer coating of BARGUARD TMT of Redwop
or
similar over steel reinforcement as per direction of Engineer-in-charge. The product
shall be applied on
reinforcement steel after thoroughly cleaning. painted area of steel shall be considered
for payment.
1800
-
-
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2.33.1
Felling trees of the girth (measured at a height of 1 m above ground level) including
cutting of trunks and branches, removing the roots and stacking of serviceable
material and disposal of unserviceable material.Beyound 30 cm girth up to and
including 60 cm girth
8
-
-
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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
1002.33
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-
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2.16.1
Close timbering in trenches including strutting, shoring and packing cavities
(wherever required) complete (Measurements to be taken of the face area
timbered).Depth not exceeding 1.5m
785.85
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-
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4.2.5
Providing and laying cement concrete in retaining walls, return walls, walls ( any
thickness) including attached pilasters, columns, piers, abutments, pillars, posts,
struts,buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks,
plain window sills, fillets, sunken floor, etc. up to floor five level, excluding the cost
of centering, shuttering and finishing:1:3:6 ( 1 cement : 3 coarse sand :6 graded stone
aggregate 20 mm nominal size)
2
-
-
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5.33.1
Providing and laying in position machine batched and machine mixed design mix M-
25 grade cement concrete for reinforced cement concrete work, using cement content
as per approved design mix, including pumping of concrete to site of laying but
excluding the cost of centering, shuttering, finishing and reinforcement, including
admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting
of concrete, improve workability without impairing strength and durability as per
direction of Engineer - in-charge. Note:- Cement content considered in this item is @
330 kg/ cum. Excess or less cement used as per design mix is payable or recoverable
separately.All work upto plinth level
646.33
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-
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5.34.1
Extra for providing richer mixes at all floor levels. Note:- Excess/less cement over the
specified cement content used is payable/ recoverable separately.Providing M-30
grade concrete instead of M-25 grade BMC/RMC. (Note:- Cement content considered
in M-30 is @ 340 kg/cum).
646.33
-
-
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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)
20.78
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-
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50.6.1.4
Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x20cm
or nearest available size confirming to IS 2185 part I of 1979 for foundation and
plinth with thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand ) etc
complete
48.03
-
-
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4.10
Providing and laying damp-proof course 40 mm thick with cement concrete 1:2:4 (1
cement : 2 coarse sand (zone III) : 4 graded stone aggregate 12.5 mm nominal size).
64.05
-
-
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OD67397/2024-2025
Providing & Grouting of dowel tubes / Shear keys / Joints of precast members
with M-60 grade cementitious grout (Non Shrink) of approved make by suitable
means ( Free flowing /pump),curing etc. Complete as per directions of Engineerincharge.
(The payment shall be made on the basis of actual weight of approved
grout injected.)
26.80.1 Stirrer mixed cementitious grout (non shrink) of approved make in dowel
tubes
/ Shear keys / Joints of precast members.
540
-
-
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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
785.85
-
-
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2.25
Filling available excavated earth (excluding rock) in trenches, plinth, sides of
foundation 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..
1226.4
-
-
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5.35
Add for using extra cement in the items of design mix over and above the specified
cement content therein
130
-
-
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4.12
Extra for providing and mixing water proofing material in cement concrete work in
doses by weight of cement as per manufacturer's specification .
213.28
-
-
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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.
32.03
-
-
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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
1750.73
-
-
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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
408.8
-
-
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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)
9.5
-
-
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60.7.2
DR PACKING Under foundation - Dry stone packing under foundation with good
quality blasted rubble including conveyance of material and labour charges etc.
complete as per direction of departmental officers at site.
122.89
-
-
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13.4.1
12 mm cement plaster of mix:1:4 ( 1 cement : 4 coarse sand)
366
-
-
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15.3
Demolishing R.C.C. work manually / by mechanical means including stacking of
steel bars and disposal of unserviceable material with in 50 metres lead as per
direction of Engineer -in-Charge.
10
-
-
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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 soill
875.36
-
-
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15.2.1
Demolishing cement concrete manually / by mechanical means including disposal of
material within 50 metres lead as per direction of Engineer - in-Charge.Nominal
concrete 1:3:6 or richer mix (i/c equivalent design mix)
10
-
-
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