INKEL Limited Tender
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Costs
EMD
₹ 50,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Renovation works for Main Block, Shed B and Civil Works for New Lift in Coir Fed, Alappuzha.
Description
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Contact
Tender Id
2018_INKEL_207600_1Bid Award Id
ViewTender No
NIT/INKEL/ALP/2018-19/012Tender Authority
INKEL Limited ViewPurchaser Address
-Website
http://etenders.kerala.gov.in
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Documents
BOQ Items
Dismatling and removing any thickness of walls in laterite or bricks in lime or cement mortar including disposal of debris within a distance of 150 m etc. complete
7
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Documenting , dismantling and removing the 25-50 mm thick teak wood ceiling planks and stacking useful materials to reuse including disposal of debris within a distance of 150 m etc. including extra lowering charge and scaffolding charges. complete as directed
50
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-
Demolishing RCC work including separately removing and stacking available reinforcement and clearing away the debris with in a distance of 50m
2
-
-
Demolishing the existing lime/cement flooring including all rubbish inside the room and disposal of the debris within a distance of 50m by engineer in charge
52
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-
Demolishing lime/cement/surki concrete manually/ by mechanical means and disposal of material within 50 metres lead as per direction of Engineer in-charge.
52
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-
Dismantling W.C. of all sizes including disposal of dismantled materials i/c malba all complete as per directions of Engineer-in- Charge
1
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-
Dismantling cement asbestos or other hard board ceiling or partition walls including removing channels and steel works stacking of serviceable materials and disposal of unserviceable materials within 50 meters lead.
80
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-
Dismantling carefully Electric supply lines and pipe fittings including stacking serviceable materials within 50 metre lead as directed by Engineer in charge
500
-
-
Removing the paint from old timber surfaces using chemical paint remover like methylene chloride etc (not with sodium hyroxide) method and cleaning surfaces with sand paper, cotton waste, etc. including cost and conveyance of all materials ,labour charges,scaffolding etc as per the specifications no. 4.2.2 attached
300
-
-
WOOD WORK
-
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-
Providing available well seasoned second class teak wood roof members in places of damaged one and already removed from position such as door and window frames, rafters, ridge, wall plate, collar, collar pin, flooring joists etc including all labour for ornamental cutting, steps, moulding etc. wherever necessary as per the existing size and shape using already dismantled departmental roof members including all scaffolding charges.
39
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-
Supplying and providing well seasoned second class teak wood roof members in places of damaged one and already removed from position such as rafters, ridge, wall plate,collar, collar pin, flooring joists etc including all labour for ornamental cutting, steps, moulding etc. wherever necessary as per the existing size and shape including all scaffolding charges.Wooden members has to undergo seasoning and season certificate may be produced as per 4.3 of special condition attached
14.5
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-
Providing available wooden frames of specified size and shape as per drawing for doors, windows ,composite doors windows etc. and fixing in position using already dismantled departmental frame members including cost and conveyance of all materials, labour, etc. as per the direction of Engineer in Charge.Using Second Class Teak Wood
3
-
-
Supplying and providing wooden frames of specified size and shape as per drawing for doors, composite doors windows etc. and fixing in position including cost and conveyance of all materials, labour, etc. as directed by Engineer-in-charge at all levels. Using Second Class Teak Wood
7
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-
Providing and fixing well seasoned second class teak wood fully panelled or panelled and glazed shutters for doors including ISI marked S.S. pressed butt hinges bright finished of required size with necessary screws all complete as per direction of Engineer-in-charge.35mm thick shutter frame
48
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-
Providing and fixing well seasoned second class teak wood panelled or panelled and glazed shutters for windows and clerestory windows, including ISI marked S.S. pressed butt hinges bright finished of required size with necessary screws,all complete as per direction of Engineer-in-charge.30mm thick shutter frame
80
-
-
Providing available second class teak wood reepers of size 50 x 25 mm using departmental reepers after cutting, shaping and providing the same in position including all cost of fixing etc as directed by Engineer in charge.First floor
3
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-
Supplying and fixing second class teak wood reepers of size 50 x 25 mm after cutting, shaping and providing the same in position including cost of all materials as directed by Engineer in charge.First floor
4.9
-
-
Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows(Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick :Second class teak wood
30
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-
Providing and fixing staircase and balcony hand rail using well seasoned second class teak wood planks of specified size including cost and conveyance of all materials ,labour charges etc complete as directed by Engineer in charge and as per the drawing
0.32
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-
Supplying and fixing 40 mm thick teak wood planks for ceiling/flooring over the joists and secondary already fixed using 60 mm GI screws after documenting and removing the decayed ceiling planks etc. complete.First floor
45
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-
Supplying and providing 12 mm thick teak wood planks for ceiling/flooring over the joists and secondary already fixed using 60 mm GI screws after documenting and removing the decayed ceiling planks etc. complete First floor
100
-
-
Renewing glass panes to existing window & door shutters ,size ,colour and thickness matching to the existing glass after cutting, shaping and providing in position including cost of all, with wooden fillets wherever necessary: Float glass panes of thickness 4 mm
70
-
-
Providing and fixing MS trap door for lift machine room, etc with outer frame work 50x50x6 mm angle, covering with 5 mm thick chequered plate welded on 35x35x6 mm angle frame work on outer edge and two middle support for inner frame, necessary holdfast 20x5 mm drop handles of approved size including painting two or more coats synthetic enamel paint over two or more coats of epoxy primer complete job as directed by engineer-in-charge.
190
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-
Providing and fixing IS : 12817 marked stainless steel butt hinges with stainless steel screws etc. complete 100X58X1.90 mm:
25
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-
Providing and fixing IS : 12817 marked stainless steel butt hinges with stainless steel screws etc. complete :125x64x1.90 mm
15
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-
Providing and fixing IS : 12817 marked stainless steel butt hinges with stainless steel screws etc. complete :75x47x1.80 mm
15
-
-
RCC WORK
-
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-
Providing and laying PCC 1:4:8 (1 cement, 4 coarse sand and 8 graded stone aggregate 40mm nominal size) machine mixed and properly consolidated with hand rammers, including cost and conveyance of all materials, labour,shuttering, curing, lead lift , etc complete at all levels and as directed by Engineer-in-charge.
84
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-
Providing and laying RCC of 1:1.5:3 using 6 mm babymetal to proper gradients, lines and levels, machine mixed, mechanically vibrated including cost of centering and shuttering curing, chipping and levelling of joints, if any etc. complete including cost, conveyance, lead, lift of all materials labour, etc. but excluding cost and labour of steel reinforcement for roof slabs, cover slabs, sill slabs,sloping slab,stair cases and other slabs as directed by Engineer-in-charge.
8
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-
Providing and laying in position specified grade of reinforced cement concrete, 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size). - All work up to plinth level :, excluding the cost of centering, shuttering, finishing and reinforcement including admixtures in recommended proportion (as per IS 9103) to accelerate,retard setting of concrete to improve workability without impairing strength and durability as per direction of Engineer-in-Charge . All work upto plinth level.
9
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-
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. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size).
5
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-
Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size).
7
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-
Centering and shuttering including strutting, propping etc. and removal of form for all heights.Foundations, footings, bases of columns, etc. for mass concrete
10
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-
Centering and shuttering including strutting, propping etc. and removal of form for all heights.Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
30
-
-
Centering and shuttering including strutting, propping etc. and removal of form for all heights.Suspended floors, roofs, landings, balconies and access
platform
20
-
-
Centering and shuttering including strutting, propping etc. and removal of form for all heights.Lintels, beams, plinth beams, girders, bressumers and
cantilevers
40
-
-
Centering and shuttering including strutting, propping etc. and removal of form for all heights.Columns, Pillars, Piers, Abutments, Posts and Struts
70
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-
Providing and fixing 25 mm dia mild steel hook in RCC work as directed by the engineer-in-charge including one coat of primer and two coats of enamel paint.
6
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-
Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more.
3700
-
-
MASONRY WORK
-
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Laterite masonry in lime mortar 1:2:9(1cement:2 lime:9 fine sand ) using existing size or nearest available size of laterite for superstructure.including cost and conveyance of all materials, labour,scaffolding, curing, lead lift , etc complete at all levels and as directed by Engineer-in-charge.Preparation of lime may be as per specification 6.0 attached
36
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-
Masonry with solid concrete blocks above plinth, blocks of size 30x20x15cm, grade D of block density not less than 1800 kg/cum and average compressive strength of 4 N/mm2 and minimum strength of individual blocks 3.2 N/mm2 (as specified in IS 2185 part I 1979 Grade D) blocks constructed with cement mortar 1:6 for 20cm thick walls including cost and conveyance of all materials to site, labour charges, hire and labour for scaffolding, curing etc complete;Upto floor V level
30
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-
ROOFING WORK
-
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-
Cleaning MP tiles, hip and ridge tiles by removing water weeds, fungi etc using wire brush and lime water including extra lowering charge and scaffolding charges(considered only resuable tile)
1190
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-
Roofing with departmental MP roofing tiles including extra labour with raised up mughappu, false ceiling, obstructions, additional works in valleying areas etc. including extra lowering charge and scaffolding charges
860
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-
Providing and laying approved make, MP tiles of 320 mm or nearest size over reeper bands (already done) to correct lines and levels including the cost, conveyance of all materials etc. including extra lowering charge and scaffolding charges complete as directed by Engineer-in-charge.
540
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-
Providing departmental MP hip and ridge tiles set in lime mortar 1:11/2 including finishing edges using red oxide powder including extra lowering charge and scaffolding charges as directed by Engineer-in-charge.
245
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-
Providing and laying MP hip and ridge tiles 1st class set in surki mortar (1: 1/2:1.5) including finishing edges, etc. including extra lowering charge and scaffolding charges complete as directed by Engineer-in-Charge.
220
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-
Providing valley by using 18 gauge plain Aluminium sheet or equivalent quality with necessary overlaps at ends,with necessary steel nails ,eve plate etc including necessary scaffolding complete as per the instruction of engineer in charge
9
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-
Providing & fixing on ceiling factory pressed clay decorative floral tile (under mangalore tile roof) of 320mm x 200 mm x 12mm and as per approved pattern on timber frame work complete including extra lowering charge and scaffolding charges as directed by Engineer-in-Charge.(Timber frame work to be paid separately).
385
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-
FLOORING WORKS
-
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-
Supplying and laying steel grey granite stone slabs in lime mortar 1:2,20 mm thick with 6mm open joints and grouted and pointed with lime mortar 1:2 for skirting and borders .The samples of granite slabs shall be approved by the architect
60
-
-
Providing and laying 16 to 20 mm thick polished granite slab with edge rounding & polishing if required of approved colour,make and pattern on floors, top of counter slabs, skirting, treads of steps, landings etc., including an underlayer of cement mortar 1:4 ( 1 cement : 4 coarse sand) 20mm thick and cement slurry @ 3.3kg of cement per sqm, finished with flush pointing using approved joint filler of matching shade including cost and conveyance of all materials labour etc.complete as directed by Engineer-in-Charge at all levels
15
-
-
Providing and applying flooring with white cement/cement plaster 1:3 (1cement and 3 fine sand) 15mm thick in two coats including a flushing coat of cement @ 2.2 kg/SQM)including mixing of approved quality red/black oxide powder (as per manufactures specification or Engineers direction) .including cost and conveyance of all materials,labour, curing, etc.as directed by the Engineer-in-charge at all levels.
400
-
-
Ceramic tile flooring - Providing and laying antiskid Ceramic floor tiles of specified size of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, and thickness 8mm, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), including pointing the joints with white cement and matching pigment etc, complete (Premium quality tile only shall be used)
270
-
-
Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS : 15622(thickness to be specified by the manufacture of approved make in all colours , shades except burgundy, bottle green, black of any size as approved by Engineer-in- charge in skirting, risers of steps and dados over 12mm thick bed of cement Mortar 1:3 (1 cement: 3 coarse sand) and jointing with grey cement slurry@ 3.3kg per sqm including pointing in white cement mixed with pigment of matching shade complete.
13
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-
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 6 mm 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.
507
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-
Providing and fixing glass strips in joints of terrazo/ cement concrete floors:40 mm wide and 4 mm thick
870
-
-
Granite stone wall cladding work of thickness 8 mm, (mirror polished and machine cut edge) of any colour and shade upto 10 m height with special adhesive over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand), including pointing in white cement with an admixture of pigment to match the stone shade.
25
-
-
Providing edge moulding to staircase steps and lift wall cladding 18mm thick granite stone works including machine polishing to edge to give high gloss finish etc. complete as per design approved by engineer in charge at all levels.
10
-
-
FINISHING WORKS
-
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-
Plastering with lime mortar 1:2:9,(1cement:2 lime:9 fine sand )12mm thick using lime mortar and adequate quantity of herbals such as Jaggery, kadukka water and etc for old surface for traditional works including cost and conveyance of all materials, labour,scaffolding, curing, lead lift , etc complete at all levels and as directed by Engineer-in-charge. .Preparation of lime may be as per specification no.6.0
880
-
-
12mm cement plaster of mix 1:4 (1 cement : 4 fine sand)including cost and conveyance of all materials, labour charges, scaffolding, sundries etc complete as directed by the Engineer in charge at all levels. Internal work
100
-
-
Plastering inside tank etc - 12 mm cement plaster finished with a floating coat of neat cement of mix : 1:4 (1 cement: 4 fine sand) including adding necessary water proofing compound as per prescribed ratio
13
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-
18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster 1:6 (1 cement : 6 fine sand). including mixing water proofing material in proportion recommended by manufacturer over roof at all heights including cost and conveyance of all materials, labour charges, scaffolding, sundries etc complete as directed by the Engineer in charge at all levels.
150
-
-
Plastering with cement mortar 1:3, with 6mm thick one coat over concrete the surfaces in all heights including cost and conveyance of all materials, labour charges, curing scaffolding etc complete in all floors.
60
-
-
Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.
150
-
-
External Painting - 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 @ 2.20kg/ 10 sqm), including cost and conveyance of all materials to site, labour charges, hire charges for scaffolding etc complete for all levels.
150
-
-
Thoroughly scrubbing, scrapping and cleaning the thickly white washed surface in several layers over the lime plastering using proper tools and different grade sand papers without making any damages in the wall surface and rectifying the petty damages wherever seen using proper materials to match the existing surface
3490
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-
Filling the major cracks by providing and applying approved products like Asian Paints-Smartcare Hybrid PU Sealant in proportion recommended by the manufacturer into cracks/honey-comb area of concrete/masonry by suitable method including cutting of nipples after curing etc. complete as per directions of Engineerin- Charge.
200
-
-
Applying white or colour wash by mixing glue & indigo as per requirement three or more coats to surfaces such as walls,columns, ceiling etc, after scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete including cost and conveyance of all materials, labour, scaffolding etc. complete as directed by Engineer-in-charge. Preparation of lime may be as per specification no 11.7 and test certificate of lime may be produced by the agency
3490
-
-
Providing and applying sealer compound after Preparing the surface/cracks with suitable wooden fillets after cleaning and smoothing the surface and grooves with special chisel/tools applying 1 or more coat of wooden filler diluted in special thinner.Entire surface will be sand papering smooth manually without disturbing the wooden carving details.Apply second coat of wooden filler and sand papering smoothly.Then the entire surface will be applied with two or more coat of sealer compound . (MRF, sheenlac)
3290
-
-
Finishing with anti-rust paint of approved brand (Rustolin or Equivalent) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete.On steel work
700
-
-
Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade.New work (two or more coats) including a coat of approved steel primer but excluding a coat of mordant solution
30
-
-
Providing and applying two coats of synthetic enamel paint for old surfaces of approved quality primer on steel work including cost and conveyance of all materials, labour, etc.as directed by Engineer-in-charge at all levels.
10
-
-
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
600
-
-
STEEL WORK
-
-
-
Strengthening the existing wooden beams,columns etc with 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.
3000
-
-
Supplying and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including priming coat of approved steel primer, all cost of materials,conveyance and labour charges,etc.complete.
100
-
-
Supplying and fixing MS fabricated grills to the windows, using MS flat or MS rod/square as per drawing including cutting,fabricating,welding, fixing,painting with one coat of zincchromate iron primer and two coats of synthetic enamel paint approved quality and colour, all cost of approved quality and colour materials,conveyance and labour charges,etc.complete.
500
-
-
MISCELLANEOUS WORKS
-
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-
Supplying and fixing European type floor mounted white glazed WC with trap including seat cover, with CP brass hinges and rubber buffers, 10 litres capacity PVC low level white flushing cistern with fittings and brackets, 40mm dia PVC flush bend over flow pipe with mosquito proof arrangements,with all necessary fittings complete including cutting and making good the walls and floors etc. complete as directed by the Engineer-in-Charge.
1
-
-
Providing and fixing CP brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms including cost and conveyance of all materials, labour charges, sundries etc complete as directed by the Engineer in charge at all levels .15 mm nominal bore
2
-
-
Providing and fixing CP brass Soap tray as directed by Engineer-in-Charge at all levels.
1
-
-
Providing and fixing floor trap of PVC,110 mm outer dia(multi trap) including CP cockroach free floor grating with cup etc including cost and conveyance of all materials, labour charges, sundries etc complete as directed by the Engineer in charge at all levels
1
-
-
Providing and fixing uplasticised PVC connection pipe with brass unions :45 cm length,15 mm nominal bore
1
-
-
Providing and fixing CP Brass cup of size upto 75mm dia for all brass fittings over glazed tile complete as directed by the Engineer in charge at all levels
2
-
-
Providing and fixing CP Towel rail of approved make including cost and conveyance of all materials, labour charges, sundries etc complete as directed by the Engineer in charge at all levels.
1
-
-
Providing and fixing CP brass health faucets with 8mm dia 1 meter long flexible tube and wall hook with all fittings and fixtures complete inlcuding cutting and making good the walls and floors wherever required including cost and conveyance of all materials, labour charges, sundries etc complete as directed by the Engineer in charge at all levels
1
-
-
Supplying, laying and jointing hard PVC pipes with PVC specials such as tees, bends, door bend, door tee, elbows,unions, etc. with PVC clamps testing the lines rectifying any leakages or defects,etc. complete as directed by the Engineer-in-Charge for soil, waste, rain water,drains, vent pipe, etc. concealed or open at all levels including cost and conveyance of all materials, labour charges, sundries etc complete for internal work-exposed on walls as directed by the Engineer in charge.110mm OD(6 kg/cm2)
4
-
-
Supplying, laying and jointing hard PVC pipes with PVC specials such as tees, bends, door bend, door tee, elbows,unions, etc. with PVC clamps testing the lines rectifying any leakages or defects,etc. complete as directed by the Engineer-in-Charge for soil, waste, rain water,drains, vent pipe, etc. concealed or open at all levels including cost and conveyance of all materials, labour charges, sundries etc complete for internal work-exposed on walls as directed by the Engineer in charge.50mm OD(6kg/cm2)
10
-
-
Supplying, laying, jointing and hydrostatically testing ISI marked PVC pipes as per IS 4985 and specials such as Tees, elbows,bends,flanges, reducers, end caps,saddles, plugs,coupling, PVC Clamp etc. as per IS 7834 or IS 10124as the case may be including cost of all jointing materials like solvent cement, bolts, nuts, rubber washers,ferrule,pipe supports, cost of extra wastage of fittings during laying of pipe line such as rectification and recharging of the existing line as and when required etc.hire of tools and plant, cost and conveyance of water for testing after connecting to mains including all testing charges,rectifying any leakage or defects, cutting and making good the walls etc. complete.as directed by Engineer-in-Charge for concealed lines for water supply.25 mm OD (10 kg/cm2 )
10
-
-
Supplying, laying, jointing and hydrostatically testing ISI marked PVC pipes as per IS 4985 and specials such as Tees, elbows,bends,flanges, reducers, end caps,saddles, plugs,coupling, PVC Clamp etc. as per IS 7834 or IS 10124as the case may be including cost of all jointing materials like solvent cement, bolts, nuts, rubber washers,ferrule,pipe supports, cost of extra wastage of fittings during laying of pipe line such as rectification and recharging of the existing line as and when required etc.hire of tools and plant, cost and conveyance of water for testing after connecting to mains including all testing charges,rectifying any leakage or defects, cutting and making good the walls etc. complete.as directed by Engineer-in-Charge for concealed lines for water supply.20 mm OD (10 kg/cm2 )
5
-
-
Providing and fixing approved quality PVC half turn valve(heavy duty) with necessary PVC fitting and PVC Clamp including cost and conveyance of all materials, labour charges, sundries etc complete as directed by the Engineer- in-Charge at all levels. 25 mm dia nominal bore
1
-
-
MISCELLANEOUS WORKS
-
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-
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
55
-
-
Providing and fixing Hysquare UPVC Rain water gutter with 100 mm depth ,160mm width of approved quality and make wih necessary UPVC Clamp at 1m intervels, UPVC Corners,UPVC Corner Drop,End Cap,Center Joint,SS screws etc complete as per the direction of Engineer in charge.
20
-
-
Providing and fixing Hysquare rainwater pipe with PVC clamp at 1.5m intervals of approved quality and make with necessary SS screws etc complete as per the direction of Engineer in charge.
20
-
-
Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to the RCC structures like retaining walls of the basement, water tanks, roof slabs, podiums, reservior, sewage & water treatment plant, tunnels/ subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5 parts integral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts integral crystalline slurry : 1part water) for horizontal surfaces and applying the same from negative (internal) side with the help of synthetic fiber brush. The material shall meet the requirements as specified in ACI- 212-3R-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side.The crystalline slurry shall be capable of self-healing of cracks up to a width of 0.50mm. The work shall be carried out all complete as per specification and the direction of the engineer-in-charge. The product performance shall carry guaranteed for 10 years against any leakage.For vertical surface two coats @0.70 kg per sqm per coat
40
-
-
Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to the RCC structures like retaining walls of the basement, water tanks, roof slabs, podiums, reservior, sewage & water treatment plant, tunnels/ subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5 parts integral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts integral crystalline slurry : 1part water) for horizontal surfaces and applying the same from negative (internal) side with the help of synthetic fiber brush. The material shall meet the requirements as specified in ACI- 212-3R-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side.The crystalline slurry shall be capable of self-healing of cracks up to a width of 0.50mm. The work shall be carried out all complete as per specification and the direction of the engineer-in-charge. The product performance shall carry guaranteed for 10 years against any leakage.For horizontal surface one coat @1.10 kg per sqm
10
-
-
Constructing brick masonry open surface drain with solid cement concrete block in cement mortar 1:4 (1 cement : 4 fine sand) including earth excavation, 10 cm thick bed concrete 1:4:8 (1 cement: 4 fine sand : 8 graded stone aggregate 40 mm nominal size) and 25 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal size) for filling haunches including 12 mm cement plaster 1:4 (1 cement : 4 coarse sand) with a floating coat of neat cement inside the drain, its top and exposed side including disposal of surplus earth complete as per standard design:15 cm drain 30 cm average depth
80
-
-
Providing and applying Antitermite treatment by injecting chemical emulsion concentrate 1% chloropyrifos or Chlordane emulsiable concentrate 1% for post constructional treatment and creating a chemical barrier as per IS 6313(Part II) 1981 for wall trenches, foundation, to surface of plinth filling, foundation of wall and floor, along the external perimeter of the building, etc. complete and conforming to manufacturers specification and as directed by the Engineer-in-charge.(measurement shall be taken along the plinth area only)
3490
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-
Providing anti-termite treatment to the useable members of wooden doors, windows and reapers, beams and rafters of roof ceiling etc. with two coat chloropyriphos chemical diluted with kerosene or diesel in the ratio 1:4 after properly cleaning the wooden members etc complete conforming to manufacturer's specifications and as directed by the Engineer-in-charge.
3300
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Trimming the tree branches shading to the existing building top upto 15m height by manual/mechanical means with necessary precautions and safety measures including stacking of servicable materials and disposal of unserviceable materials within a lead of 150 m.Girth upto 60cm
10
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Trimming the tree branches shading to the existing building top upto 15m height by manual/mechanical means with necessary precautions and safety measures including stacking of servicable materials and disposal of unserviceable materials within a lead of 150 m.Girth from 60cm-90cm
5
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Removal of tree growth from walls and floors of the building by using a cheical mix combination as specified.Phenol=250gms,SodiumHydroxide=250gms,Caseine=200gms,Arsenic Trioxide=500gms.These chemicals are to be mixed thoroughly and applied to the roots of the tress and wait for a period of three months to ensure that the trees has died and shrunk.complete as per the instruction of Engineer in charge.Trees upto girth 30cm
2
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Removal of tree growth from walls and floors of the building by using a cheical mix combination as specified.Phenol=250gms,SodiumHydroxide=250gms,Caseine=200gms,Arsenic Trioxide=500gms.These chemicals are to be mixed thoroughly and applied to the roots of the tress and wait for a period of three months to ensure that the trees has died and shrunk.complete as per the instruction of Engineer in charge.Trees upto girth 10cm
5
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Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height 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. staircase 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 ofwork at required locations with essential safety features for the workmen etc. complete as per directions and approval of Engineerin- charge .The elevational area of the scaffolding shall be measured for payment purpose .The payment will be made once irrespective of duration of scaffolding.(Used days only counted for payment)Note: - This item to be used for maintenance work judicially, necessary deduction for scaffolding in the existing item to be done.
150
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Hire and errection charges of MS Jack upto 3m height including loading , transportation and unloading at site for 30 days and then returing after completion of work
300
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Supplying following manpower for repairing damaged wooden windows, ventilators, doors, staicases etc.Carpenter&mason
70
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Supplying following manpower for repairing damaged wooden windows, ventilators, doors, staicases etc.Man Mazdoor
45
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Supplying following manpower for repairing damaged wooden windows, ventilators, doors, staicases etc.Wood cutter
25
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Supplying following manpower for repairing damaged wooden windows, ventilators, doors, staicases etc.Painter
25
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Documenting the structure by means of photography and CD at the before execution
1
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Documenting the structure by means of photography and CD at the time of execution
1
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Documenting the structure by means of photography and CD after execution
1
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