Kerala University Tender
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Kerala University - UoK Tender
Eprocure
Opening Date23 Jan 2020
Closing Date4 Feb 2020
Tender Amount₹ 57,74,549
Costs
EMD
₹ 50,000Document Cost
₹ 2,625Tender Fee
Refer Documents
Description
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Contact
Tender Id
2020_KU_338033_1Bid Award Id
ViewTender No
UE/DB/ (e-GP)/E29/2019-2020Tender Authority
Kerala University ViewPurchaser Address
-Website
http://https://www.keralauniversity.ac.in/
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Documents
BOQ Items
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26.36.1 : Providing, erecting, maintaining and removing temporary protective screens
made out of specified fabric with all necessary fixing arrangement to ensure
that it remains in position for the work duration as required by the Engineerin-
charge.Wooven PVC cloth
200
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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)
5
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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
15
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15.1 : Demolishing lime concrete manually / by mechanical means and disposal of material within 50 metres lead as per direction of Engineer - in- Charges.
5
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15.23.1 : Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead.For thickness of tiles 10 mm to 25 mm
45
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15.56 : Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead.
2500
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15.60 : Disposal of building rubbish/ malba/ similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved
45
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26.30.1 : Drilling suitable holes in reinforced or plain cement concrete with power driven
drill machine to a minimum depth of 100mm upto 200mm in RCC beams, lintels,
columns and slabs to introduce steel bars for sunshades/balconies including
fixing the steel bars in position using epoxy resin anchor grout of approved
make but excluding the cost of reinforcement, all complete as per direction of
Engineer-In-Charge.Upto and including 12mm dia.
100
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26.28.1 : Chipping of unsound/weak concrete material from slabs, beams, columns etc.
with manual Chisel and/ or by standard power driven percussion type or of
approved make including tapering of all edges, making square shoulders of
cavities including cleaning the exposed concrete surface and reinforcement
with wire brushes etc. and disposal of debris for all lead and lifts all complete
as per direction of Engineer-In-Charge75mm average thickness
300
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26.28.2 : Chipping of unsound/weak concrete material from slabs, beams, columns etc.
with manual Chisel and/ or by standard power driven percussion type or of
approved make including tapering of all edges, making square shoulders of
cavities including cleaning the exposed concrete surface and reinforcement
with wire brushes etc. and disposal of debris for all lead and lifts all complete
as per direction of Engineer-In-Charge50mm average thickness
300
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26.28.3 : Chipping of unsound/weak concrete material from slabs, beams, columns etc.
with manual Chisel and/ or by standard power driven percussion type or of
approved make including tapering of all edges, making square shoulders of
cavities including cleaning the exposed concrete surface and reinforcement
with wire brushes etc. and disposal of debris for all lead and lifts all complete
as per direction of Engineer-In-Charge25 mm average thickness
700
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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.
5
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od229000/2019_2020 : covering the existing floor with tarpolin sheet
1500
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14.72 : Providing and fixing double scaffolding system (cup lock type) on the exterior side, upto seven story hight made with 40 mm dia. M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staricase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after. The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required location with essential safety features for the workmen etc. complete as per directions and approval of Engineer- in Charge. The elevational area of the scaffolding shall be measured for payment purpose. The payment will be made once irrespective of duration of scaffolding. Note:- This item to be used for maintenance work judicially, necessary deduction for scaffolding in the existing item to be done .
1250
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od229001/2019_2020 : Providing and fixing working platform for inside area
1300
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od229297/2019_2020 : Labour engaged for checking the structural elements such as column, beam slab etc by light tamping using manual means or mechanical means to find cracks and breaks if any inside and to mark the periphery as per departmental directions
30
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od229296/2019_2020 : Providing and fixing adjustable MS props to support the roof slab during maintenance work and maintaining the same in position till the completion of the work or as per the direction of the engineer in charge
100
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od229655/2019_2020 : Providing and fixing adjustable MS spans to provide proper support to the roof slab wherever necessary for doing the repair works including maintaining the same in position for 10 days or till the completion of the maintenance work as directed by the engineer in charge all hire and labour charges etc complete
100
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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
250
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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
200
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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
200
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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
1400
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26.35.1 : Providing and injecting approved grout in proportion recommended by the
manufacturer into cracks/honey-comb area of concrete/masonry by suitable
gun/pump at required pressure including cutting of nipples after curing etc.
complete as per directions of Engineer-in-Charge.br
(The payment shall be made on the basis of actual weight of approved grout
injected.)Stirrer mixed Acrylic Polymer of approved make @ 2% of weight of cementused) modified Cement slurry made with non shrink compound in concrete/RCC work
15
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26.35.2 : Providing and injecting approved grout in proportion recommended by the
manufacturer into cracks/honey-comb area of concrete/masonry by suitable
gun/pump at required pressure including cutting of nipples after curing etc.
complete as per directions of Engineer-in-Charge.br
(The payment shall be made on the basis of actual weight of approved grout
injected.)Stirrer mixed SBR Polymer (of approved make) modified Cement slurry madewith Shrinkage Compensating Cement in concrete/RCC work.
10
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26.39 : Providing and inserting 12mm dia galvanised steel injection nipple in honeycomb area and along crack line including drilling of holes of required diametre(20mm to 30mm) up to depth from 30mm to 80mm at required spacing andmaking the hole & crack dust free by blowing compressed air, sealing thedistance between injection nipple with adhesive chemical of approved makeand allow it to cure complete as per direction of Engineer-In-Charge.
10
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26.29.1 : Cleaning of reinforcement from rust from the reinforcing bars to give it a total
rust free steel surface by using alkaline chemical rust remover of approved
make with paint brush and removing loose particles after 24 hours of its
application with wire brush and thoroughly washing with water and allowing
it to dry, all complete as per direction of Engineer-In-Charge.Bars upto 12 mm diameter
4000
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od229364/2019_2020 : 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.<br>On steel work
400
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26.31.1 : Providing, mixing and applying bonding coat of approved adhesive on chipped
portion of RCC as per specifications and direction of Engineer-In-charge
complete in all respect.SBR Polymer (@10% of cement weight) modified cementitious bond coat @2.2kg cement per sqm of surface area mixed with specified proportion of approvedpolymer
800
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26.31.2 : Providing, mixing and applying bonding coat of approved adhesive on chipped
portion of RCC as per specifications and direction of Engineer-In-charge
complete in all respect.Epoxy bonding adhesive having coverage 2.20 sqm/kg of approved make
500
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26.33.1 : Providing, mixing and applying SBR polymer (of approved make @ minimum
2% by wt. of cement used) modified plain/reinforced cement concrete for
structural members having minimum characteristic compressive strength [with
ordinary portland cement, coarse sand and graded stone aggregate of 10mm
maximum size in proportion as per design criteria] with specified average
thickness.br
Note: Rates shall be for finished surface area of concrete and shall include
the cost of labour, concrete and appropriate approved Super-Plasticiser for
rendering concrete as flowable and SBR polymer but shall exclude cost of
reinforcement, bond coat, Shear Keys, centering and shuttering, strutting,
propping etc (Payment under this item shall be made only after proper wet
curing has been done and surface has been satisfactorily evaluated by
sounding/tapping with a blunt metal instrument)50mm thick in Grade M 25 with cement content not less than 330 kg per cum
300
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26.33.2 : Providing, mixing and applying SBR polymer (of approved make @ minimum
2% by wt. of cement used) modified plain/reinforced cement concrete for
structural members having minimum characteristic compressive strength [with
ordinary portland cement, coarse sand and graded stone aggregate of 10mm
maximum size in proportion as per design criteria] with specified average
thickness.br
Note: Rates shall be for finished surface area of concrete and shall include
the cost of labour, concrete and appropriate approved Super-Plasticiser for
rendering concrete as flowable and SBR polymer but shall exclude cost of
reinforcement, bond coat, Shear Keys, centering and shuttering, strutting,
propping etc (Payment under this item shall be made only after proper wet
curing has been done and surface has been satisfactorily evaluated by
sounding/tapping with a blunt metal instrument)75mm thick in Grade M 25 with cement content not less than 330 kg per cum
300
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26.34.2 : Providing and laying SBR Polymer modified (of approved make @ minimum
2% by wt. of cement used) plain/reinforced concrete jacket for the structural
members e.g. columns, pillars, piers, beams etc with concrete having the
specified minimum characteristic compressive strength [with ordinary portland
cement, coarse sand and graded stone aggregate of 10mm maximum size in
proportion as per design criteria] with specified average thickness all-round
existing core of RCC member.br
Note: Rates shall be for finished surface area of concrete and shall include
the cost of making holes in existing RCC slab, if required, for pouring concrete
in shuttering mould of jacket and appropriate approved Super-Plasticiser for
rendering concrete as flowable self compacting and SBR polymer but shall
exclude cost of reinforcement, bond coat, Shear Keys, centering and
shuttering, strutting, propping etc (Payment under this item shall be made
only after proper wet curing has been done and surface has been satisfactorily
evaluated by sounding/tapping with a blunt metal instrument)75mm thick in Grade M 25 with cement content not less than 330 kg per cum
700
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od228998/2019_2020 : Labour engaged for removing vegetation growth and debris in and around the sunshade and slabs of building
20
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26.38.1 : Shotcreting R.C.C. columns, beams and slabs etc. in layers with approved
design mix concrete having the specified minimum characteristic compressive
strength [with ordinary portland cement, coarse sand and graded stone
aggregate of 10 mm maximum size in proportion as per design criteria]
including the cost of centering and shuttering at edges and corners etc. as
directed by Engineer- in-Chargebr
Note: Rates shall include the providing necessary ground wires etc. The
levelling gauges, if used, shall be paid for separately. Payment under this item
shall be made only after proper wet curing has been done and surface has
been satisfactorily evaluated by sounding/tapping with a blunt metal
instrument.25mm thick in Grade M 25 with cement content not less than 330 kg per cum
50
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26.32.2 : Providing, mixing and applying SBR polymer (of approved make) modified
Cement mortar in proportion of 1:4 (1 cement: 4 graded coarse sand with
polymer minimum 2% by wt. of cement used) as per specifications and
directions of Engineer-in-charge.
Note: Measurement and payment: The pre-measurement of thickness shall be
done just after the surface preparation is completed and Payment under this
item shall be made only after proper wet curing has been done and surface
has been satisfactorily evaluated by sounding / tapping with a blunt metal
instrument and/or the 75mm size cube crushing strength at the end of 28 days
to be not less than 30 N/Sqmm2).25 mm average thickness in 2 layers.
500
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26.32.3 : Providing, mixing and applying SBR polymer (of approved make) modified
Cement mortar in proportion of 1:4 (1 cement: 4 graded coarse sand with
polymer minimum 2% by wt. of cement used) as per specifications and
directions of Engineer-in-charge.
Note: Measurement and payment: The pre-measurement of thickness shall be
done just after the surface preparation is completed and Payment under this
item shall be made only after proper wet curing has been done and surface
has been satisfactorily evaluated by sounding / tapping with a blunt metal
instrument and/or the 75mm size cube crushing strength at the end of 28 days
to be not less than 30 N/Sqmm2).50 mm average thickness in 3 layers.
200
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22.7.1 : Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc. consisting of following operations: a) Applying a slurry coat of neat cement using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS: 2645 and approved by Engineer-in-Charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 ( 1 cement : 5 coarse sand ) admixed with water proofing compound conforming to IS: 2645 and approved by Engineer-in-Charge over 20 mm thick layer of cement mortar of mix 1:5 ( 1 cement : 5 coarse sand ) admixed with water proofing compound conforming to IS: 2645 and approved by Engineer - in- Charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-Charge. d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 ( 1 cement : 4 coarse sand ) admixed with water proofing compound conforming to IS: 2645 and approved by Engineer - in- Charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final be flooded with water for a minimum period of two weeks for curing and for final test. All above operations to be done in order and as directed and specified by Engineer in Charge:With average thickness of 120 mm and minimum thickness at khurra as 65 mm
20
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5.33.2 : 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 above plinth level upto floor V level
6
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13.4.1 : 12 mm cement plaster of mix:1:4 ( 1 cement : 4 coarse sand)
200
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13.5.1 : 15 mm cement plaster on rough side of single or half brick wall of mix:1:4 ( 1 Cement : 4 coarse sand)
50
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13.16.1 : 6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand)
1800
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od229002/2019_2020 : Labor engaged for easing door and window
15
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14.3 : Fixing chowkhat in existing opening in brick / RCC wall with dash fasteners/ chemical fasteners of appropriate size ( 3 nos on each vertical member of door chowkhat and 2 nos on each vertical member of window chowkhats), including cost of dash fasteners/ chemical fastener.
10
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od229003/2019_2020 : Labor engaged for removing the furniture and placed in position after the work man mazdoor
30
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50.9.1.2 : 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) using good quality Pincoda wood
1.5
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50.9.2.2 : Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows, 35 mm thick shutters including ISI marked M.S. pressed butt hinges bright finished of required sized with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer in-charge using Pincoda wood
20
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50.9.4.2 : Providing and fixing paneling or paneling and glazing in paneled or paneled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Paneling for paneled or paneled and glazed shutters 25 mm to 40 mm thick using good quality Pincoda wood
8
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50.9.6.2 : Providing and fixing glazed shutters for doors, windows and clerestory windows using 4 mm thick float glass panes including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws. Using Pincoda wood 30 mm thick shutters
10
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10.30.1 : Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows all complete with :4.0 mm thick glass panes
25
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9.55.1 : Providing and fixing ISI marked M.S. pressed butt hinges bright finished with necessary screws etc, complete:125x65x2.12 mm
200
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9.63.2 : Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete:200x10 mm
150
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13.26 : Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete.
300
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13.41.1 : Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade:New work ( Two or more coats) over and including priming coat with water thinnable cement primer
1500
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14.45.1 : Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade:Old work ( one or more coats)
1000
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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)
200
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14.66.1 : Finish walls with Acryllic Smooth exterior paint of required shade:Old work ( Two or more coats applied @ 1.67 ltr/10 sqm) on existing cement paint surface
1700
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13.82.1 : Wall painting with acrylic emulsion paint, having VOC (Volatile Organic Compound) content less than 50 grams/ litre, of approved brand and manufacture including applying additional coats wherever required, to achieve even shade and colour.One coat
4500
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13.82.2 : Wall painting with acrylic emulsion paint, having VOC (Volatile Organic Compound) content less than 50 grams/ litre, of approved brand and manufacture including applying additional coats wherever required, to achieve even shade and colour.Two coats
1000
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14.54.1 : Painting with synthetic enamel paint of approved brand and manufacture of required colour to an give even shade:One or more coats on old work
1000
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13.61.1 : Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work
300
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10.2 : Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
400
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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
35
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9.48.1 : Providing and fixing M.S. Grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.Fixed to steel windows by welding
1500
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50.18.9.19.2 : Providing and fixing PVC pipes including fixing the pipe with clamps/clips at 1.00 m spacing. This includes jointing of pipes with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 110 m dia 4 Kgf/cm2 - External work - Exposed on wall
50
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50.18.9.17.1 : Providing and fixing PVC pipes including fixing the pipe with clamps/ clip at 1.00 m spacing . This includes jointing of pipes with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 63 mm dia 6 Kgf/cm2 - External work - Exposed on wall
50
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50.18.9.20.1 : Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement - 63 mm dia Elbow
10
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50.18.9.20.2 : Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement -63 dia 45 degree Elbow
15
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50.18.9.20.5 : Providing and fixing PVC moulded fittings/accessories for Rigid PVC pipes including jointing with PVC solvent cement - 63x63x63 mm dia Tee
10
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50.18.9.22.1 : Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement - 110 mm dia Elbow
20
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50.18.9.22.2 : Providing and fixing PVC moulded fittings / accessories for Rigid PVC pipes, including jointing with PVC solvent cement - 110 mm dia 45 degree Elbow
15
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50.18.9.22.3 : Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement-110 mm dia Door Elbow
10
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50.18.9.22.4 : Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement- 110 mm dia Bend
5
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50.18.9.22.9 : Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement -110 mm dia offset
5
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50.18.7.3.1 : Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer- in- Charge 25 mm dia 12 Kgf/cm2 - Internal work - Exposed on wall
100
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50.18.7.4.2 : Providing and fixing PVC, pipes fittings including fixing the pipe with clamps at 1.00 m spacing. this includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 32 mm dia 6 Kgf/cm2 - internal work- Exposed on wall
75
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50.18.7.5.1 : Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 40 mm dia 10 Kgf/cm2- Internal work- exposed on wall
60
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18.17.1 : Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :25 mm nominal bore
8
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18.17.2 : Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :32 mm nominal bore
8
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18.18.2 : Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete:20 mm nominal bore
8
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Drain Repair Works
-
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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)
30
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13.4.1 : 12 mm cement plaster of mix:1:4 ( 1 cement : 4 coarse sand)
300
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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 : 4 graded stone aggregate 20 mm nominal size)
10
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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.
250
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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
1500
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od228999/2019_2020 : Dismantling and removing the jally work and stacking with in 50 m lead base on 15.41
70
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13.7.1 : 12 mm cement plaster finished with a floating coat of neat cement of mix:1:3 ( 1 cement : 3 fine sand)
200
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