Kerala Land Development Corporation Limited Tender
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Technical
Technical
Additional Eligibility
Class Of Bidder
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The classification of bidder required to participate in this tender is B and above.
Bid Capacity
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The bid capacity required is classification of Bidder as B and above. Additionally, the bidder's credibility, performance, and capacity to undertake and complete the work of the specified amount will be ascertained, including works already executed. Formulas for deductions are also given, such as 0.2% of the Contract Amount shall be deducted in the event of failure to obtain insurance by the contractor within 15 days of the Start Date, and 1% of the contract price per week of delay or part for liquidated damages. Deductions towards KCWWF is at the rate of 1% on the Gross bill amount. The bid security is Rs.1,00,000/- and the bid submission fee is Rs. 8850/- (including GST).
Technical Capacity
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The required prior work experience for the bidder is an experience certificate issued by a competent authority not below the rank of a Superintending Engineer. However, specific details regarding the value and percentage of similar works completed are not mentioned. The bidder classification is B and above, but no further information is available on the required prior work experience, including values like amount and percentage of similar works completed.
Costs
EMD
₹ 1,00,000Document Cost
₹ 8,850Tender Fee
Refer Documents
Summary
Nabard Ridf Xxx- Comprehensive Infrastructural Development Works Of Various Padashekharams In Kollam Dist-infrastructural Development Works Of Chirathalakkal Chira Thenguvila Ela Thuppalara Ela Thevarthottam Thittakkara Ela In Edamulakkal Pnchyth
Description
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Contact
Tender Id
2025_KLDC_744894_1Tender No
KLDC/ALP/CE/2024-25/06(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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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
350
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-
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11.38
Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be
specified by the manufacturer), of Ist quality conforming to IS : 15622, of approved
make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20
mm thick bed of cement mortar 1:4 ( 1 cement : 4 Coarse sand), including pointing
the joints with white cement and matching pigments etc., complete.
105
-
-
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16.91.1
Providing and laying factory made chamfered edge Cement Concrete paver blocks
in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength,
thickness & size/ shape, made by table vibratory method using PU mould, laid in
required colour & pattern over 50mm thick compacted bed of sand, compacting
and
proper embedding/laying of inter locking paver blocks into the sand bedding layer
through vibratory compaction by using plate vibrator, filling the joints with sand and
cutting of paver blocks as per required size and pattern, finishing and sweeping
extra sand. complete all as per direction of Engineer-in-Charge.60mm thick cement
concrete paver block of M-35 grade with approved colour, design & pattern.
262.5
-
-
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10.26.3
Providing and fixing hand rail of approved size by welding etc. to steel ladder railing,
balcony railing, staircase railing and similar works, including applying priming coat
of approves steel primer.G.I. pipes
834.08
-
-
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13.52.1
Finishing with Epoxy paint (two or more coats) at all locations prepared and applied
as per manufacturer's specifications including appropriate priming coat,
preparation of surface, etc. complete.On steel work
56.5
-
-
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13.33.1
Pointing on stone work with cement mortar 1:3 ( 1 cement : 3 fine sand):Flush/ Ruled
pointing
195
-
-
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13.46.1
Finishing walls with Acrylic Smooth exterior paint of required shade:New work (Two
or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior
primer applied @ 2.20 kg/10 sqm)
262.5
-
-
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App B- Pond Deepening (Chirathalakkal chira)
-
-
-
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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
525
-
-
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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
480
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-
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App C- Earth Filling (Chirathalakkal chira)
-
-
-
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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
105
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-
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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.
157.5
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-
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App D- Ramp (3 m height) and Retaining wall (Chirathalakkal chira)
-
-
-
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60.7.3
DISMANTLING DR - Dismanling , clearing away and carefully stacking materials
useful for reuse for any thickness of walls in DR masonry including disposal of debris
within a distance of 150m.
12
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-
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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
20.11
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-
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60.7.8
DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without
concrete levelling course using departmental rubble including packing to compactness
to lines and levels, labour charges etc. complete as per direction of Departmental
officers at site
8.4
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-
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OD44920/2024-2025
Dry rubble masonry (without concrete levelling course) with good quality blasted
rubble (without bond stone) 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
103.14
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-
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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)
3.75
-
-
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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
31
-
-
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13.33.1
Pointing on stone work with cement mortar 1:3 ( 1 cement : 3 fine sand):Flush/ Ruled
pointing
39.6
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-
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App E - Benches (Chirathalakkal chira)
-
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-
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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
2.88
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-
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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
2.88
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-
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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
2.59
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-
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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)
0.81
-
-
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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
10.26
-
-
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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
72.9
-
-
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13.1.2
12 mm cement plaster of mix:1:6 (1 cement : 6 fine sand)
25.92
-
-
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8.2.2.2
Providing and fixing 18 mm thick gang saw cut, mirror, polished, premoulded and
prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias
and similar locations, of required size, approved shade, colour and texture laid over
20 mm thick base cement mortar 1:4 ( 1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing,
curing, moulding and polishing to edges to give high gloss finish etc. complete at all
levels.Area of slab over 0.50 sqm
0.9
-
-
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11.38
Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be
specified by the manufacturer), of Ist quality conforming to IS : 15622, of approved
make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20
mm thick bed of cement mortar 1:4 ( 1 cement : 4 Coarse sand), including pointing
the joints with white cement and matching pigments etc., complete.
3.78
-
-
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13.46.1
Finishing walls with Acrylic Smooth exterior paint of required shade:New work (Two
or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior
primer applied @ 2.20 kg/10 sqm)
25.92
-
-
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App F- Construction of Drain (Thenguvila Ela, Thuppalara &
Thevarthottam - Thittakkara Ela 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 a
621.25
-
-
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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)
355
-
-
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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)
641.25
-
-
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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
375
-
-
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5.9.2
Centering and shuttering including strutting, etc. and removal of form for:Walls (an thickness) including attached pilasters, butteresses, plinth and string courses et
5000
-
-
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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
32062.5
-
-
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App G - Construction of Footslab (Thenguvila Ela, Thuppalara Ela & Thevarthottam - Thittakkara Ela
-
-
-
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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)
3.3
-
-
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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
22
-
-
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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
74
-
-
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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
247.5
-
-
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App H - Construction of Tractor Slab (Thenguvila Ela)
-
-
-
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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
1.04
-
-
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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
7.32
-
-
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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
114.4
-
-
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App I - DR Wall (Thevarthottam - Thittakkara E
-
-
-
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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
390
-
-
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15.9.2
Demolishing stone rubble masonry manually / by mechanical means including
stacking of serviceable material and disposal of unserviceable material within 50
metres lead as per direction of Engineer -in- Charges:In cement mortar
211.2
-
-
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OD44969/2024-2025
Dry rubble masonry (without concrete levelling course) with good quality blasted
rubble (without bond stone) 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
728.04
-
-
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60.7.8
DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without
concrete levelling course using departmental rubble including packing to compactness
to lines and levels, labour charges etc. complete as per direction of Departmental
officers at site
168.96
-
-
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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)
32.5
-
-
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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
130
-
-
... More
13.33.1
Pointing on stone work with cement mortar 1:3 ( 1 cement : 3 fine sand):Flush/ Ruled
pointing
325
-
-
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