Kerala University Tender
Everything can be found here in your one-stop destination for all types of Kerala tenders online - be it Kerala PWD tenders or an LSGD Kerala tender. Search from across the categories, cities, and authorities while having the option to download tender-related documents. Also, get to know how to register as a bidder and how to bid online for Kerala tenders.
Kerala University - UoK Tender
Civil And Construction
Building Construction
Eprocure
Opening Date24 Jul 2024
Closing Date5 Aug 2024
Tender Amount₹ 85,96,288
Costs
EMD
₹ 50,000Document Cost
₹ 2,625Tender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2024_KU_682068_1Bid Award Id
ViewTender No
UE/DB/ (e-GP)/E02/2024-2025Tender Authority
Kerala University ViewPurchaser Address
-Website
http://https://www.keralauniversity.ac.in/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
BOQ Items
15.4 : Demolishing R.B. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.
58
-
-
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
20
-
-
od349116/2023_2024 : Demolishing solid block 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.<br>In cement mortar
22
-
-
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
84
-
-
16.83 : Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge.
190
-
-
15.13.1 : Taking out doors, windows and clerestory window shutters (steel or wood ) including stacking within 50 metres lead:Of area 3 sq. metes and below
3
-
-
15.43.2 : Dismantling 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:Bituminous road
100
-
-
15.17.2 : Dismantling steel work in single sections including dismembering and stacking within 50 metes lead in:Channels, angles, tees and flats
175
-
-
15.18 : Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates,boltd, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead.
285
-
-
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
25
-
-
od361963/2023_2024 : Labour (coolie) engaged for clearing the overgrown shrubs/ trees including cutting tree roots causing hindrance to construction, replanting required shrubs as per direction of the Engineer and dumping waste upto 50km complete
20
-
-
Civil works for gate and drain
-
-
-
2.8.1 : Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil
410
-
-
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)
52
-
-
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)
17
-
-
2.25 : Filling available excavated 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.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.
150
-
-
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
112
-
-
5.9.1 : Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
150
-
-
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.
930
-
-
5.9.3 : Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
420
-
-
5.9.5 : Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
70
-
-
od282752/2023_2024 : Random rubble masonry with departmental 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.<br>Cement mortar 1:6 (1 cement : 6 coarse sand)
35
-
-
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)
30
-
-
5.3 : Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15sup0/sup landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size).
20
-
-
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
9400
-
-
6.4.2 : Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in:Cement mortar 1:6 (1 cement : 6 coarse sand)
22
-
-
od331909/2023_2024 : Extra for providing brick work in exterior portion including all architectural features as per approved drawing complete
8.5
-
-
od72161/2024_2025 : Brick work with departmental common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in:<br>Cement mortar 1:6 (1 cement : 6 coarse sand)(from floor 2 level up to floor 5 level)
5
-
-
12.20 : Providing and laying pressed clay tiles ( as per approved pattern 20 mm nominal thickness of approved size) on roofs jointed with cement mortar 1:4 (1 cement : 4 coarse sand mixed with 2% integral water proofing compound, laid over a bed of 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand) and finished neat completeProviding and laying pressed clay tiles ( as per approved pattern 20 mm nominal thickness of approved size) on roofs jointed with cement mortar 1:4 ( 1 cement : 4 coarse sand mixed with 2% integral water proofing compound, laid over a bed of 20 mm thick cement mortar 1:4 ( 1 cement : 4 coarse sand) and finished neat complete
63
-
-
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
1
-
-
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
21
-
-
od72172/2024_2025 : Solid masonry using departmental 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
5
-
-
od365979/2023_2024 : Fixing granite stone of size (0.60x0.80m) in brick masonry with rich cement grout after chipping in required size. The rate includes charges for fixing using required anchor fasteners embedded to the brick masonry, cutting edges of the stone including all cleaning, polishing and transportation charges
1
-
-
od366320/2023_2024 : Supplying and fixing 18mm thick polished granite with picture of former president Dr. Sarvepalli Radhakrishnan and write up engraved as per required pattern (of size 0.60x0.50m) in brick masonry with rich cement grout after chipping in required size complete as per approved drawings and direction of the Engineer. The rate includes all material charges, including for fixing using required anchor fasteners embedded to the brick masonry and transportation charges
1
-
-
16.69 : Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature jointed with cement mortar 1:3 ( 1 cement : 3 coarse sand) , including making joints with or without grooves ( thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge ( length of finished kerb edging shall be measured for payment ). ( Precast C.C. kerb stone shall be approved by Engineer-in-Charge)
20
-
-
16.68 : Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M - 30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge.
330
-
-
16.84 : Laying old cement concrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (Old CC paver blocks shall be supplied by the department free of cost.)
158
-
-
od67111/2024_2025 : Steel work in built up tubular (round, square or rectangular hollow tubes etc.) for gate, including cutting, hoisting, fixing in position, by welding. excluding the cost of applying priming coat of approved steel primer<br>complete.<br>Hot finished welded type tubes
283
-
-
od349650/2023_2024 : Cast iron work welded in built up sections/framed work, including cutting, hoisting,<br>fixing in position and applying a priming coat of approved steel primer using structural steel etc. as<br>required.<br>In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
84
-
-
21.1.1.2 : Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS : 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminnium snap beading for glazing /paneling, C.P. brass/ stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge.(Glazing, paneling and dash fasteners to be paid for separately):For fixed portionPowder coated aluminium (minimum thickness of powder coating 50 micron)
102
-
-
21.1.2.2 : For shutters of doors, windows & ventilators including providing and fixing hinges / pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber/ neoprene gasket required (Fittings shall be paid for separately)Powder coated aluminium (minimum thickness of powder coating 50 micron)
102
-
-
od366294/2023_2024 : Providing and fixing 3mm thick ACP sheet, in panelling fixed in aluminum doors,<br>windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per<br>architectural drawings and directions of Engineer - in- Charge.
6
-
-
9.100.1 : Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete:125 mm
6
-
-
21.13 : Providing and fixing 100 mm brass locks ( best make of approved quality ) for aluminium doors including necessary cutting and making good etc. complete
3
-
-
21.3.2 : Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of Engineer - in -Charge. ( Cost of aluminium snap beading shall be paid in basic item):With float glass panes of 5.50 mm thickness
20
-
-
9.48.2 : 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 openings/ wooden frames with rawl plugs screws etc
130
-
-
25.1 : Providing and supplying aluminium extruded tubular and other aluminium sections
as per the architectural drawings and approved shop drawings , the aluminium
quality as per grade 6063 T5 or T6 as per BS 1474,including super durable powder
coating of 60-80 microns conforming to AAMA 2604 of required colour and shade
as approved by the Engineer-in-Charge. ( The item includes cost of material such
as cleats, sleeves, screws etc. necessary for fabrication of extruded aluminium
frame work. Nothing extra shall be paid on this account).
16
-
-
25.7 : Designing, fabricating, testing, installing and fixing in position Curtain Wall with
Aluminium Composite Panel Cladding, with open grooves for linear as well as
curvilinear portions of the building , for all heights and all levels etc. including:
a) Structural analysis & design and preparation of shop drawings for pressure
equalisation or rain screen principle as required, proper drainage of water to make
it watertight including checking of all the structural and functional design.
b) Providing, fabricating and supplying and fixing panels of aluminium composite
panel cladding in pan shape in metalic colour of approved shades made out of
4mm thick aluminium composite panel material consisting of 3mm thick FR grade
mineral core sandwiched between two Alumini um sheets (each0.5mm thick). The
aluminium composite panel cladding sheet shall be coil coated, with Kynar
500based PVDF / Lumiflon based fluoropolymer resin coating of approved colour
and shade on face # 1 and polymer (Service) coating on face # 2 as specified using
stainless steel screws, nuts, bolts, washers, cleats, weather silicone sealant, backer
rods etc.
c) The fastening brackets of Aluminium alloy 6005 T5 / MS with Hot Dip Galvanised
with serrations and serrated washers to arrest the wind load movement, fasteners,
SS 316 Pins and anchor bolts of approved make in SS 316, Nylon separators to
prevent bi-metallic contacts all complete required to perform as per specification
and drawing The item includes cost of all material & labour component, the cost of
all mock ups at site, cost of all samples of the individual components for testing in
an approved laboratory, field tests on the assembled working curtain wall with aluminium composite panel cladding, cleaning and protection of the curtain wall
with aluminium composite panel cladding till the handing over of the building for
occupation. Base frame work for ACP cladding is payable under the relevant
aluminium item.s The Contractor shall provide curtain wall with aluminium
composite panel cladding, having all the performance characteristics all complete
, as per the Architectural drawings, as per item description, as specified, as per the
approved shop drawings and as directed by the Engineer-in-Charge.
However, for the purpose of payment, only the actual area on the external face of
the curtain wall with Aluminum Composite Panel Cladding (including width of
groove) shall be measured in sqm. up to two decimal places.
6.95
-
-
50.18.7.3.2 : 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 25 mm dia 10Kgf/ cm2- Internal work- Exposed on wall
100
-
-
50.18.7.4.1 : 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 32 mm dia 10Kgf/cm2- Internal work - Exposed on wall
170
-
-
50.18.9.3.2 : Providing and fixing PVC pipes includes jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 25 mm dia 10KGF/cm2
20
-
-
50.18.9.4.1 : Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.32 mm dia 10.Kgf/cm2
20
-
-
18.17.1 : Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :25 mm nominal bore
2
-
-
18.17.2 : Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :32 mm nominal bore
2
-
-
16.1 : Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres.
430
-
-
13.1.1 : 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
350
-
-
13.7.1 : 12 mm cement plaster finished with a floating coat of neat cement of mix:1:3 ( 1 cement : 3 fine sand)
900
-
-
13.16.1 : 6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand)
80
-
-
13.33.1 : Pointing on stone work with cement mortar 1:3 ( 1 cement : 3 fine sand):Flush/ Ruled pointing
36
-
-
13.24.1 : Extra for plastering done on moulding cornices or architraves including neat finish to line and level:In one coat
10
-
-
13.28.3 : 12 mm thick plain cement mortar bands in cement mortar 1:4 ( 1 cement : 4 fine sand) :Raised Band
1000
-
-
13.26 : Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete.
280
-
-
13.43.1 : Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer
130
-
-
od363885/2023_2024 : Applying priming coat with ready mixed etch primer and finishing with Epoxy zinc phosphorous primer including mixing with thinner in required proportion at all locations prepared and applied as per manufacturer's specifications including preparation of surface, etc. complete.<br>On steel work
20
-
-
13.47.1 : Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade:New work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm)
350
-
-
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)
190
-
-
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
130
-
-
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
75
-
-
13.111.2 : Finishing walls with Acrylic Smooth exterior paint of required shade :Old work (One or more coat applied @ 0.90 ltr/10 sqm).
200
-
-
16.48.1 : Painting road surface marking with adequate nos of coats to give uniform finish with ready mixed road marking paint conforming to IS: 164, on bituminous surface in white / yellow shade, including cleaning the surface of all dirt, scales oil, grease and foreign material etc. complete.New work (Two or more coats)
35
-
-
Road work
-
-
-
4.9 : Wet Mix Macadam br Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. br By Mechanical Means with 1 km lead
96
-
-
5.6.A.1.2a : Surface Dressing using Bituminous (Penetrations grade / modified bitumen) Binder - Bitumen S-65 br Providing and laying surface dressing as wearing course consisting of a layer of bituminous binder laid on the prepared surface, followed by a cover of crushed stone aggregates of specified size and rolling with three wheel 80-100 kN static roller including cleaning the road surface as per Technical Specification Clause 507. br (A) By Manual Means br Case ? I: Nominal chipping size 13.2 mm :- (II) Bitumen (S-65)
480
-
-
5.1.2a : Prime Coat br Medium porosity :- Providing and applying primer coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90- 1.2 kg/sqm using mechanical means as per Technical Specification Clause 502.
480
-
-
5.2.3a : Tack Coat brProviding and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.
1620
-
-
5.9.1.2a : 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder - Bitumen S-65 br Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. br Case - I By Manual Means br (II) Bitumen (S-65)
1620
-
-
5.12.A.1.2a : Seal Coat - Manual Means - Type A - Bitumen S-65 br Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 br A. By Manual Means :- Case - I : Type A br (II) Bitumen (S-65)
1620
-
-
Horticulture and landscape work
-
-
-
30.2.3 : Supplying and stacking sludge at site including royalty and carriage upto 5 k.m. lead complete (sludge measured in stacks will be reduced by 8% for payment).
6
-
-
30.2.4.1 : Supplying and stacking at site dump manure from approved source, including carriage upto 5 k.m. lead complete (manure measured in stacks will be reduced by 8% for payment) :Screened through sieve of I.S. designation 20 mm
6
-
-
30.2.2 : Supplying and stacking of good earth at site including royalty and carriage upto 5 k.m. lead complete (earth measured in stacks will be reduced by 20% for payment).
80
-
-
30.2.6 : Uprooting weeds from the trenched area after 10 to 15 days of its flooding with water including disposal of uprooted vegetation.
133
-
-
30.2.8 : Spreading of sludge, dump manure and/or good earth in required thickness as per direction of officer-in-charge (cost of sludge, dump manure and/ or good earth to be paid separately).
25
-
-
30.2.9 : Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge
25
-
-
30.2.14.4 : Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing including removal of rubbish and surplus earth, if any, with all leads and lifts (cost of manure, sludge or extra good earth if needed to be paid for separately) :Holes 45 cm dia, and 45 cm deep
338
-
-
30.2.10.1 : Grassing with selection No. 1 grass including watering and maintenance of the lawn for 60 days or more till the grass forms a thick lawn, free from weeds and fit for mowing including supplying good earth, if needed (the grass and good earth shall be paid for separately).In rows 5 cm apart in both directions
92
-
-
30.2.14.3 : Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing including removal of rubbish and surplus earth, if any, with all leads and lifts (cost of manure, sludge or extra good earth if needed to be paid for separately) :Holes 60 cm dia, and 60 cm deep
10
-
-
od349681/2023_2024 : Supplying Bougainvillea plant 5 Feet long (flowered) as approved by department
16
-
-
30.2.57.1 : Plantation of Trees, Shrubs, and Hedge at site i/c watering and removal of unsaverieable material?s as per direction of officer in charge (excluding cast of plant & water )Cost of plantation per trees plants (for 100 nos.=427.45/100)
1198
-
-
od49637/2024_2025 : Supplying CALATHEA lutea, 60 cm long in poly bags
6
-
-
od49638/2024_2025 : Supplying BREYNIA disticha, 30 cm long in ploybags
24
-
-
od49640/2024_2025 : Supplying MILLINGTONIA hortensis 4 to 5 feet long
4
-
-
od49642/2024_2025 : Supplying in polybags CORDIA sabastena 4 to 5 feet long
6
-
-
od49776/2024_2025 : Supplying pearl blue grass in 30x3o cm or large size sheets
92
-
-
od49778/2024_2025 : Supplying LANTANA sellowiana [white] in poly bags
550
-
-
od49779/2024_2025 : Supplying HYMENOCALLIS littoralis, 30 cm long in poly bags
300
-
-
od49782/2024_2025 : Supplying CRINIUM asaticum, 30 cm long in polybags
60
-
-
od49784/2024_2025 : Supplying EXCOECARIA cochinchinensis, 90 cm long in poly bags
30
-
-
od49785/2024_2025 : Supplying HAMELIA patens, 120 cm in polybags
20
-
-
od49786/2024_2025 : Supplying HELICONIA golden glow, 75 cm long in polybags
12
-
-
od49787/2024_2025 : Supplying HELICONIA rostrata, 90cm long
9
-
-
od49792/2024_2025 : Supplying JATROPHA hastata, 60 cm long in polybags
18
-
-
od49793/2024_2025 : Supplying PENNISETUM setaceum [red], 60 cm long in polybags
14
-
-
od49794/2024_2025 : Supplying PENNISETUM setaceum [white], 60 cm long in poly bags
14
-
-
od49795/2024_2025 : Supplying PLUMERIA pudica 120 cm long in polybags
28
-
-
od49796/2024_2025 : Supplying TABERNAMONTANA coronarium, 90 cm long in poly bags
40
-
-
od49797/2024_2025 : Supplying TECOMARIA capensis [orange], 45 cm long in polybags
33
-
-
od49799/2024_2025 : Supplying CALATHEA zebrina 30cm long in poly bags
14
-
-
od51291/2024_2025 : Supplying and fixing in position 15mm dia. PVC sprinkler nozzle along with PVC valve for regulating flow as per direction of the Engineer complete
10
-
-
50.18.9.3.2 : Providing and fixing PVC pipes includes jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 25 mm dia 10KGF/cm2
50
-
-
50.18.9.4.1 : Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.32 mm dia 10.Kgf/cm2
30
-
-
od51294/2024_2025 : Providing and fixing 20 mm C.I hose collar of approved quality
6
-
-
od51295/2024_2025 : Providing and fixing 20 mm brass lever valve of approved quality
6
-
-
18.17.1 : Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :25 mm nominal bore
4
-
-
Board and Emblem
-
-
-
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
20
-
-
od49569/2024_2025 : Fabricating and fixing to the granite surface, box type University emblem engraved in 60 cm dia surface, 5 cm projection made in 1 mm thick stainless steel sheets SS 316 corrosion resistant, Polished to glossy texture, fixing 4 mm dia bolt of required number and length to the inner side of the box by welding, drilling necessary holes to the granite surface to hold the bolts fixed to the letters, fixing the letters to the board using suitable adhesive compound etc complete all as per the direction of departmental officials
2
-
-
od49570/2024_2025 : Fabricating and fixing to the granite surface, box type Malayalam letters having 25 cm height, 5 cm projection made in 1 mm thick stainless steel sheets SS 316 corrosion resistant, Polished to glossy texture, fixing 4 mm dia bolt of required number and length to the inner side of the box by welding, drilling necessary holes to the granite surface to hold the bolts fixed to the letters, fixing the letters to the board using suitable adhesive compound etc complete all as per the direction of departmental officials
35
-
-
od49571/2024_2025 : Fabricating and fixing to the granite surface, box type English letters having 25 cm height, 5 cm projection made in 1 mm thick stainless steel sheets SS 316 corrosion resistant, Polished to glossy texture, fixing 4 mm dia bolt of required number and length to the inner side of the box by welding, drilling necessary holes to the granite surface to hold the bolts fixed to the letters, fixing the letters to the board using suitable adhesive compound etc complete all as per the direction of departmental officials
29
-
-
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements