Bharat Sanchar Nigam Limited Tender
Karnataka, also known as Karunadu, is a state in the southwestern region of India. Karnataka was formed originally as Mysore State on 1st November 1956 and currently is the biggest state in south India. Its capital and largest city is Bengaluru. It covers an area of 191,791 km2 (74,051 sq mi) and is the sixth largest state by area comprising 31 districts. Karnataka is also a state of multiple languages; Kannada being the official and most widely spoken language in Karnataka. Other languages spoken in the state include Tamil, Telugu, Malayalam, Kodava, Konkani and much more.Karnataka tenders are issued by the government of Karnataka, public & private sector organisations. The state government issues majority of the Karnataka tenders, which are for goods and services including construction, road and bridge construction, IT services, engineering services, medical services, educational services amongst many others. Bidassist is one of the largest eprocurement portals, which offers all government tenders from across the world in one place. Bidassist offers information on all Karnataka tenders and other state and authority tenders in no time. Bidassist is a platform where users can look for various Karnataka tenders as well as other tenders.
Costs
EMD
₹ 11,540Document Cost
₹ 590Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_BSNL_205868_1Bid Award Id
ViewTender No
20NITBSNLCDHBL202425Tender Authority
Bharat Sanchar Nigam Limited ViewPurchaser Address
-Website
http://etenders.gov.in
GEM & Bid Advisory Services
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BOQ Items
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Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead.
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For thickness of tiles 10 mm to 25 mm
27
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Dismantling W.C. Pan of all sizes including disposal of dismantled materials i/c malba all complete as per directions of Engineer-in- Charge.
3
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Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.
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Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
0.5
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Dismantling of old S.W. pipes including breaking of joints and bed concrete stacking of useful materials near the site within 50 m lead and disposal of unserviceable materials into municipal dumps :
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100 mm diameter
7
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Disconnecting damaged overhead/terrace PVC water storage tank of any size from water supply line and removing from the terrace including shifting at ground level as per direction of Engineer-in- charge.
9
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Demolishing lime concrete manually/ by mechanical means and disposal of material within 50 metres lead as per direction of Engineer in-charge
1
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Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead :
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Of area 3 sq. metres and below
2
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Dismantling C.I. or asbestos rain water pipe with fittings and clamps including stacking the material within 50 metres lead :
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75 to 80 mm dia pipe.
6
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100 mm dia pipe
10
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Dismantling G.I. pipes (external work) including excavation and refilling trenches after taking out the pipes, manually/ by mechanical means including stacking of pipes within 50 metres lead as per direction of Engineer-in-charge :
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15 mm to 40 mm nominal bore
38
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Dismantling of flushing cistern of all types (C.I./PVC/Vitreous China) including stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead.
2
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Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq.meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-harge.
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With cement mortar 1:4 (1 cement : 4 fine sand).
9
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Making the opening in brick masonry including dismantling in floor or walls by cutting masonry and making good the damages to walls, flooring and jambs complete, to match existing surface i/c disposal of mulba/rubbish to the nearest municipal dumping ground, all complete as per directions of Engineer-In-Charge.
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For door/ window/ clerestory window.
1.5
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Renewing glass panes, with putty and nails wherever necessary including racking out the old putty:
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Float glass panes of nominal thickness 4 mm (weight not less than 10kg/sqm).
4
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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 inspectionof work at required locations 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 shall 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.
180
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Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50m outside the periphery of the area cleared.
300
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Removing sappling on building of exterior walls, pipe joints up to 15 mitre height including dismantling plaster uprooting applying HCL acid and plugging the holes with cement mortar 1:3 ( 1 cement : 3 coarse sand) necessary scaffoldings/ jhoola etc. complete as direction of the Engineer in charge.
10
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Removing big Banayan tree near Rain water pipe at 20.00 meter level from Ground Level including removing and relifting of rain water pipe, removing roots and tree by dismantling cement plaster / masonry portion including necessary scaffolding, safety arrangements, tools and plants etc., required in the operation etc., complete and as directed by Engineer- in - charge
1
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Cleaning chokage of drainage line including using of boning rod ,removing of waste material, and disposal of the same beyond BSNL premises etc all complete as directed by the engineer in charge.
65
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Cleaning of manholes by removing deposited silt and other waste materials from drainage manholes and sewer lines including rooding with bamboo and flushing with water as directed. (Rate is per one manhole).
7
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Cutting branches of trees along side the compound wall including necessary ropes, cutting tools, ladder etc. and clearing the site etc. complete as per the direction of Engineer in charge.
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Beyond 30 cm girth upto and including 60 cm girth
10
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Cleaning choked fully damaged manhole due to removal inside shaft by de-watering the sludge, water etc., using pump removal of choke up by rodding etc., repairs to damaged portion of manhole by necessary cement plaster, making all connections (inlet) in side chamber good and making the manhole in operation condition including all materials and labour involved in the operation and as directed by the Engineer- in - charge.
1
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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.
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All kinds of soil.
4
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
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1:2:4 (1 cement : 2 coarse sand(zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
1
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1:5:10 (1 cement : 5 fine sand derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources)
1
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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 :
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Cement mortar 1:6 (1 cement : 6 coarse sand)
2
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Half brick masonry with common burnt clay F.P.S. (non modular) bricksof class designation 7.5 in foundations and plinth in :
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Cement mortar 1:4 (1 cement :4 coarse sand)
4
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Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters:
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30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws
2
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Providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete.
2
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Providing and fixing aluminium sliding door bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with nuts and screws etc. complete :
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300x16 mm
1
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250x16 mm
3
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Providing and fixing aluminium tower bolts 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 :
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250x10 mm
4
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150x10 mm
2
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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 :
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100 mm
2
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Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete.
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Single rubber stopper
10
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Providing and fixing factory made P.V.C. door frame of size 50x47 mm with a wall thickness of 5 mm, made out of extruded 5mm rigid PVC foam sheet, mitred at corners and joined with 2 Nos of 150 mm long brackets of 15x15 mm M.S. square tube, the vertical door frame profiles to be reinforced with 19x19 mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door frame to be fixed to the wall using M.S. screws of 65/100 mm size, complete as per manufacturer’s specification and direction of Engineer-in-Charge.
10
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Providing and fixing factory made panel PVC door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and size of 19 mm x 19 mm for styles and 15x15 mm for top & bottom rails. M.S. frame shall have a coat of steel primers of approved make and manufacture. M.S. frame covered with 5 mm thick heat moulded PVC ‘C’ channel of size 30mm thickness, 70 mm width out of which 50 mm shall be flat and 20 mm shall be tapered in 45 degree angle on both side forming styles and 5 mm thick, 95 mm wide PVC sheet out of which 75 mm shall be flat and 20 mm shall be tapered in 45 degree on the inner side to form top and bottom rail and 115 mm wide PVC sheet out of which 75 mm shall be flat and 20 mm shall be tapered on both sides to form lock rail. Top, bottom and lock rails shall be provided both side of the panel. 10 mm (5 mm x 2 ) thick, 20 mm wide cross PVC sheet be provided as gap insert for top rail & bottom rail, paneling of 5 mm thick both side PVC sheet to be fitted in the M.S. frame welded/ sealed to the styles & rails with 7 mm (5 mm+2 mm) thick x 15 mm wide PVC sheet beading on inner side, and joined together with solvent cement adhesive. An additional 5 mm thick PVC strip of 20 mm width is to be stuck on the interior side of the ‘C’ Channel using PVC solvent adhesive etc. complete as per direction of Engineer-in-charge, manufacturer’s specification & drawing.
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30 mm thick plain PVC door shutters.
2.6
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Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.
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40 mm thick with 20 mm nominal size stone aggregate
2
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Providing and laying Ceramic glazed floor tiles of size 300x300 mm(thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement :4 Coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including pointing the joints with white cement and matching pigment etc.,., complete.
26
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Providing and fixing 1st quality ceramic glazed floor tiles conforming to IS : 15622 (thickness to be specified by the manufacturer ) 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 12 mm thick bed of cement Mortar 1:3 (1cement: 3 coarse sand) and jointing with grey cement slurry @ 3.3kgper sqm including pointing the joints with white cement mixed with pigment of matching shade complete.
3
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Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes.
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(i)Single socketed pipes.
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150mm diameter
20
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Providing and fixing on wall face unplasticised - PVC moulded fittings/accessories for unplasticised Rigid PVC rain water pipes conforming to IS 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion.
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150 mm dia
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Bend 87.5 degree
3
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Shoe (Plain)
2
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Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete.
-
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150 mm dia
15
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Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement.
-
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20 mm cement plaster
5
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12 mm cement plaster of mix :
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1:6 (1 cement: 6 fine sand)
12
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15 mm cement plaster on the rough side of single or half brick wall of mix :
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1:6 (1 cement: 6 fine sand)
8
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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 6mm thick cement plaster 1:6 (1 cement: 6 fine sand).
10
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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-Charge
-
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50 mm average thickness
6
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25 mm average thickness
16
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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.
-
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Bars upto 12 mm diameter
10
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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.
-
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SBR Polymer (@10% of cement weight) modified cementitious bond coat @ 2.2 kg cement per sqm of surface area mixed with specified proportion of approved polymer
22
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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.
-
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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).
-
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25 mm average thickness in 2 layers.
16
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50 mm average thickness in 3 layers.
6
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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, Aluminium 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) :
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For fixed portion
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Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15)
15
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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):
-
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With float glass panes of 4.0 mm thickness (weight not less than 10 kg/sqm)
2.5
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With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm)
2.5
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Providing and fixing water closet squatting pan (Indian type W.C.pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required:
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White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests
2
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Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings andfixtures complete, including cutting and making good the walls and floors wherever required :
-
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W.C. pan with ISI marked white solid plastic seat and lid
1
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Providing and fixing wash basin with C.I. brackets, 15 mm PTMT pillar cock, 32 mm PTMT waste coupling of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever required. White Vitreous China Flat back wash basin size 550x400 mm with single 15 mm PTMT pillar cock.
3
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Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm or 340x410x265 mm sizes respectively.
2
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Providing and fixing P.V.C. low level flushing cistern with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures
-
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10 litre capacity - White
2
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Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete.
-
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Semi rigid pipe
-
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32 mm dia
7
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Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing :
-
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Rectangular shape 453x357 mm
2
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Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. : Internal work - Exposed on wall
-
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15 mm nominal outer dia. Pipes.
5
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20 mm nominal outer dia. Pipes.
8
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25 mm nominal outer dia. Pipes.
20
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32 mm nominal outer dia. Pipes.
15
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40 mm nominal outer dia. Pipes.
6
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Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings. This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge : External work
-
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15 mm nominal outer dia. Pipes.
55
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Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete :
-
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25 to 40 mm nominal bore
3
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Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :
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25 mm nominal bore
2
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40 mm nominal bore
2
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Providing and fixing uplasticised PVC connection pipe with brass unions :
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45 cm length
-
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15 mm nominal bore
9
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Providing and fixing G.I. Union in existing G.I. pipe line, cutting and threading the pipe and making long screws including excavation, refilling the earth or cutting of wall and making good the same complete wherever required :
-
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15 mm nominal bore.
2
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25 mm nominal bore.
2
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32 mm nominal bore.
1
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32 mm nominal bore.
1
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Providing and fixing PTMT bib cock of approved quality and colour.
-
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15mm nominal bore, 90 mm long. Weighing not less than 93 gms.
4
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Providing and fixing PTMT stop cock of approved quality and colour.
-
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15 mm nominal bore, 86 mm long. Weighing not less than 88 gms.
11
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Providing and fixing PTMT pillar cock of approved quality and colour .
-
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15mm nominal bore, 125 mm long foam flow. Weighing not less than 120 gms.
2
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Providing and fixing PTMT, push cock of approved quality and colour.
-
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15 mm nominal bore, 98 mm long. Weighing not less than 75 gms.
2
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Providing and fixing PTMT grating of approved quality and colour.
-
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Circular type.
-
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100 mm nominal dia.
3
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Providing and fixing PTMT Ball cock of approved quality, colour and make complete with Epoxy coated aluminium rod with L.P./ H.P.H.D. plastic ball.
-
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15 mm nominal bore, 105 mm long. Weighing not less than 138 gms.
2
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25 mm nominal bore, 152 mm long. Weighing not less than 440 gms.
2
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Providing fixing and jointing Underground drainage pipe of 'ASHIRWAD' make ( FOAMCORE PVC-U pipes SN4 SDR-41) with fiftings and jointed with pushfit system comprising of 2 layer rubber ring as a seal including with testing of joints etc complete as per direction of Engineer-in-charge.
-
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110 mm diameter
5
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Cleaning of toilet intensively to remove dirt, hard water stains, yellwo sticky patches in the corners, of daddo tiles tile joints, W/C pan, W/B pan, water taps, exhaust fan, Gyser, flush tank etc. removing hard water stains, dirt deposit from floor tiles, with scrubing maching using soft fibre pads and application of sofetning chemicals, mopping out entire toilet & fittings with fibre cloth and placing in position toileteries removed for cleaning complete as directed.(Note- The work shall be carried out by specialised technicians having experince of intensive cleaning job)
-
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Toilets of tile area of 15sqm to 25sqm
2
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Providing & fixing anodised aluminium mechanically operated louver 6 to 8 nos blades (length about 0.60 m) heavy duty having aluminium channel holder about 100 mm wide and fixed on Aluminium frame work which will be paid separtely with necessary screws etc. all complete as per direction of Engineer in charge.
4
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Taking out existing wooden door shutter, repair by cutting, painting etc. and refixing of repaired door shutters to existing door frames, including replacement of hinges with screws, etc. as required, all complete as per the direction of the Engineer-in-charge.
8
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Cleaning of under ground sump, Over Head R.C.C. Tank (independent staging) including disposal of slit and rubbish, all as per direction of Engineer-in-Charge. The cleaning shall consist following operations:-
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(i) Tank shall be emptied of water by pumping & bottom shall be cleaned of slit and other deposits.
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(ii) Entire surface area of the sump shall then scrubbed thoroughly with wire brush etc. and pressure washed with water.
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(iii) Chlorination of RCC internal surface by liquid chlorine.
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(iv) The treated surface shall be dried using air jetting and all loose particles shall be removal from the surface.
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(v) Finally the surface shall be treated with ultraviolet radiation etc. as per direction of Engineer-in-Charge.
5
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Cleaning terrace / Chajjas at all levels by removing dust (dirt), debris if any and disposing the same beyond the TE premises all complete as per direction of Engineer - in - charge (The item includes removal of weeds grown on terrace and also all incidental laboures, materials, tools and plants etc., and nothing extra shall be paid on any account)
1200
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Providing and fixing on wall face UV stabilized PVC SWR pushfit pipes Type A with minimum wall thickness 3.2mm conforming to IS : 13592 and IS 14735 with prefitted rubber washer in groove with adequate gap for thermal expansion / contraction
-
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i) Single socketed SWR Push fit pipes.
-
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110 mm dia.
6
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75 mm dia.
6
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Providing and fixing bend of required degree with access door, for UV stabilized PVC SWR pushfit pipes Type A with with prefitted rubber washer in groove all complete.
-
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110 mm dia.
2
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75 mm dia.
2
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Providing and fixing single equal plain junction of required degree with access door for UV stabilized PVC SWR pushfit pipes Type B with with prefitted rubber washer in groove all complete.
-
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110 x 110 x 110 mm T/Y
2
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75 x 75 x 75 mm T/Y
2
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Removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete.
200
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Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer, of required shade and colour all complete :
-
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New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre
80
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Finishing walls with Acrylic Smooth exterior paint of required shade :
-
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New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm)
120
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Providing and applying non shrink high strength powder crack filler of Dr.Fixit crack powder after opening the crack by grinder to ascertain its actual width and depth after making the surface free from oil,dust and grease.Dr.Fixit crack X powder to be applied in paste form by adding clean water in proportion as specified by manufacturer and then press into the crack by using a spatulla or putty knife etc. all complete as per direction of Engineer in charge. (The work is to be carried out at all heights including necessary scaffolding, zoola etc.)
100
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Providing and applying high performance elastometric decorative exterior water proofing coating dr.Fixit "Rain Coat" or equivalent in required shade in two coats applied @ 3.08 ltr per 10 sqm over existing cement paint / plastered surface.
-
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NOTE: Rate includes necessary scaffolding .No extra payment will be made on this account The work is to be carried out at all heights including necessary scaffolding, zoola etc.
20
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Taking out existing Aluminium door shutter, repairing and refixing of repaired door shutters to existing door frames, including replacement of hinges with screws, etc. as required, all complete as per the direction of the Engineer-in-charge.
2
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Repairs to existing damaged M.S. platform of water tank at terrace of TE building as per following operations.
-
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a) Providing support to the base of the platform firmly by using cc blocks/wooden supports/MS support till completion of work.
-
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b) Dismantling rusted MS framework of the platform like MS angle, MS I beam etc. carefully using gas cutter/welding etc. and breaking cc blocks over the supports
-
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c) Cutting damaged MS sheet of the platform at required locations without damaging caging work above platform.
-
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d) Replacing damaged MS framework with new MS frame work consisting of MS I section/channel/angle etc. at required locations.
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e) Providing MS plate for the platform at required location of required thickness including necessary cutting, welding, joining with old framework and platform etc. as directed by Engineer in cahrge.
-
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Note :- The rate includes cost involved in providing support to existing platform, cutting damaged members, MS plate, inserting new menbers at required location, necessary cutting, welding, transportation charges and labour. The cost of new steel work will be paid seperately.
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The size of platform 7.10x3.70 m with caging.
1
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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.
490
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Applying priming coat :
-
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With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/steel works
58
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Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :
-
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Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :
110
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Evaluation Notes How It Works ?
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