Bharat Sanchar Nigam Limited Tender
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Bharat Sanchar Nigam Limited - BSNL Tender
Civil And Construction
Building Construction
Eprocure
Opening Date19 Jan 2025
Closing Soon30 Jan 2025
Tender Amount₹ 87,59,190
Costs
EMD
₹ 1,75,184Document Cost
₹ 1,180Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_BSNL_224324_1Tender No
96/CD-II/BSNL/Kol/2024-25Tender Authority
Bharat Sanchar Nigam Limited ViewPurchaser Address
-Website
http://bsnl.co.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
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Beyond 30 cm girth up to and including 60 cm girth
50
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Beyond 60 cm girth up to and including 120 cm girth
20
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Beyond 120 cm girth up to and including 240 cm girth
10
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Supplying chemical emulsion in sealed containers including delivery as specified.
-
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Chlorpyriphos/ Lindane emulsifiable concentrate of 20%
100
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Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti- termite treatment (excluding the cost of chemical emulsion) :
-
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(a) Treatment of existing masonry using chemical emulsion @ one litre per hole at 300 mm interval including drilling holes at 45 degree and plugging them with cement mortar 1:2 (1 cement : 2 coarse sand) to the full depth of the hole : (i) With Chlorpyriphos/Lindane E.C. 20% with 1% concentration.
800
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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)
10
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1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources).
6
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Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor, etc., up to floor five level, excluding the cost of centering, shuttering and finishing :
-
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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)
5
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1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources).
2
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Centering and shuttering including strutting, propping etc. and removal of form work for :
-
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Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc..
30
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Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer’s specification.
30
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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 :
-
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1:1.5:3 (1 cement : 1.5 coarse sand(zone-III)derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
10
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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)derived from natural sources : 3 graded stone aggregate 20 mm nominal sizederived from natural sources).
15
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Centering and shuttering including strutting, propping etc. and removal of form for :
-
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Suspended floors, roofs, landings, balconies and access platform
300
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Lintels, beams, plinth beams, girders, bressumers and cantilevers
60
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Columns, Pillars, Piers, Abutments, Posts and Struts
50
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Vertical and horizontal fins individually or forming box louvers band, facias and eaves boards
50
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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.
-
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Thermo-Mechanically Treated bars of grade Fe-500D or more.
500
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Smooth finishing of the exposed surface of R.C.C. work with 6 mm thick cement mortar 1:3 (1 Cement : 3 fine sand).
250
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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)
5
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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)
10
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Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately).
-
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Kiln seasoned and chemically treated hollock wood.
0.1
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Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows, fixing with butt hinges of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer-in-charge. (Note: Butt hinges and necessary screws shall be paid separately)
-
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(a) Kiln seasoned and chemically treated hollock wood (i) 35 mm thick shutters
5
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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.
-
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Kiln seasoned and chemically treated hollock wood.
5
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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.
-
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Fixed to openings /wooden frames with rawl plugs screws etc.
100
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Providing 40x5 mm flat iron hold fast 400 mm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block 300x100x150 mm 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
6
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Providing and fixing ISI marked IS:1341 M.S. pressed butt hinges bright finished with necessary screws etc. complete :
-
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100x58x1.90 mm
8
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75x47x1.70 mm
8
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Providing and fixing oxidised M.S. casement stays (straight peg type) with necessary screws etc. complete (Copper oxidised as per IS 1378)
-
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300 mm weighing not less than 330 grams
100
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Providing and fixing IS : 12817 marked stainless steel butt hinges with stainless steel screws etc. complete :
-
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125x64x1.90 mm
6
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100X58X1.90 mm
6
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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
2
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250x16 mm
2
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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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300x10 mm
2
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250x10 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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125 mm
4
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Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters.
-
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80x1.20 mm M.S. laths with 1.20 mm thick top cover.
10
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Providing and fixing ball bearing for rolling shutters.
10
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Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D,F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, priming coat of approved steel primer, but excluding the cost of other fittings, glass panes complete all as per approved design, (sectional weight of only steel members shall be measured for payment).
-
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Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
100
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Welding by gas or electric plant including transportation of plant at site etc. complete.
800
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Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.
-
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In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.
900
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Providing and fixing M.S. holder bat clamps of approved design to C.I. or S.C.I. rain water pipes embedded in and including cement concrete blocks 10x10x10 cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 gradedstone aggregate 20 mm nominal size) and cost of cutting holes and making good the walls etc. :
-
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100 mm diameter
100
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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. (a) 110 mm diameter
100
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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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(a) Coupler (i) 110mm
12
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(b) Single pushfit Coupler : (i) 110mm
10
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(c ) Single tee with door (i) 110x110x110 mm
15
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(d) Bend 87.5° (i) 110 mm bend
15
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( e) Shoe (Plain) (i) 110 mm Shoe
15
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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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110 mm
40
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12 mm cement plaster of mix :
-
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1:6 (1 cement: 6 fine sand)
250
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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)
500
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Neat cement punning
25
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Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers.
60
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Extra for plastering exterior walls of height more than 10 m from ground level for every additional height of 3 m or part thereof.
1000
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Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade
-
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New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm)
5500
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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
250
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Painting (two or more coats) on rain water, soil, waste and vent pipes and fittings with synthetic enamel paint of approved brand and manufacture and required colour over a priming coat of approved steel primer on new work.
-
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100 mm diameter pipes
100
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150 mm diameter pipes
300
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Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :
-
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Two or more coats on new work.
2000
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Painting with black anti-corrosive bitumastic paint of approved brand and manufacture to give an even shade:
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Two or more coats on new work.
100
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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.
400
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Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound ) content.
-
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With ready mixed pink or grey primer on wood work (hard and soft wood) having VOC content less than 50 grams/ litre.
20
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With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre.
500
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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.
6000
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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 (1cement: 4 coarse sand).
50
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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).
40
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Renewal of old putty of glass panes (length) .
500
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Cleaning of terrace/loft water storage tank (inside surface area) upto 2000 litre capacity at all heights with coconut brushes, duster etc., removal of silt, rubbish from the tank and cleaning the tank with fresh water disinfecting with bleaching powder @ 0.5gm per litre capacity of tank, including marking the date of cleaning on the side of tank body with the help of stencil and paint and disposing of malba, all complete as per direction of Engineer-in-Charge. (The old date already written on tank should be removed with paint remover or black paint and if date is not written with the stencil or old date is not removed deduction will be made @ Rs. 0.10 per litre if during cleaning any GI fittings or ball cock is damaged that is to be repaired by contractor at his own cost and nothing extra will be paid on this account)
14000
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Cleaning and de-silting of gully trap chamber, including removal of rubbish mixed with earth etc. and disposal of same, all as per the direction of Engineer-in-charge.
5
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Cleaning of chocked sewer line by diesel running vehicle mounting hydraulic operated high pressure suction cum jetting sewer cleaning machine fitted with pump having 4000 litres suction capacity and 6000 litres water jetting tank capacity including skilled operator, supervising engineer etc. for cleaning and partial de-silting of manholes and de-chocking of sewer lines. De-chocking and flushing of sewer line from one manhole to another by high pressure jetting system of 2200 PSI for sewer line from 150mm dia upto 300mm dia for all depth.
200
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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. (ii) Entire surface area of the sump shall then scrubbed thoroughly with wire brush etc. and pressure washed with water. (iii) Chlorination of RCC internal surface by liquid chlorine. (iv) The treated surface shall be dried using air jetting and all loose particles shall be removal from the surface. (v) Finally the surface shall be treated with ultraviolet radiation etc. as per direction of Engineer-in-Charge.
100
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Dismantling 15 to 40 mm dia G.I. pipe including stacking of dismantled pipes (within 50 metres lead) as per direction of Engineerin-Charge.
-
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(a) Internal Work- Exposed on wall
200
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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.
2
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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)
10
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Demolishing R.C.C. 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.
35
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Extra for cutting reinforcement bars manually/ by mechanical means in R.C.C. or R.B. work (Payment shall be made on the cross sectional area of R.C.C. or R.B. work) as per direction of Engineer in-charge.
15
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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..
-
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In cement mortar
25
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Removing mortar from bricks and cleaning bricks including stacking within a lead of 50 m (stacks of cleaned bricks shall be measured):
-
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From brick work in cement mortar
0.3
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Taking out doors, windows and clerestory window shutters (steel or wood) including stacking within 50 metres lead:
-
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Of area 3 sq. metres and below
2
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Of area beyond 3 sq. metres
8
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Dismantling steel work in single sections including dismembering and stacking within 50 metres lead in:
-
-
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R.S. Joists
300
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Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead.
500
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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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100 mm dia pipe
100
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150 mm dia pipe
200
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Dismantling C.I. pipes including excavation and refilling trenches after taking out the pipes, manually/ by mechanical means breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes & lead at site within 50 metre lead as per direction of Engineer-in-charge:
-
-
-
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Up to 150 mm diameter
90
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Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead.
550
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Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved.
80
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Providing and filling the joints with spun yarn, cement slurry and cement mortar 1:2 ( 1 cement : 2 fine sand) in S.C.I./ C.I. Pipes :
-
-
-
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100 mm dia pipe
10
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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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25 mm nominal outer dia .Pipes.
100
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32 mm nominal outer dia. Pipes.
70
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40 mm nominal outer dia. Pipes.
100
-
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50 mm nominal outer dia. Pipes.
50
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Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :
-
-
-
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40 mm nominal bore
5
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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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40 mm nominal bore.
8
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Cutting holes up to 30x30 cm in walls including making good the same:
-
-
-
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With common burnt clay F.P.S. (non modular) bricks.
5
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Providing and fixing double scaffolding system (cup lock type) on the exterior side of building/structure, upto 25 metre height, above ground level, including additional rows of scaffolding in stepped manner as per requirement of site, made with 40mm dia M.S. tube, placed 1.5 metre centre to centre, horizontal & vertical tubes joint with cup & lock system with M.S. Tubes, M.S. tube challis, M.S. clamps and staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for execution of work of cleaning and/ or pointing and/ or applying chemical and removing it thereafter.
-
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The scaffolding system shall be stiffened with bracings, runners, connecting with the building etc, wherever required, if feasible, for inspection of work at required locations with essential safety features for the workmen etc., complete as per directions and approval of Engineer-in-charge. Note :- (1) The elevational area of the scaffolding shall be measured for payment purpose. (2) The payment will be made once only for execution of all items for such works.
500
-
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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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75 mm average thickness
150
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50 mm average thickness
425
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25 mm average thickness
190
-
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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
500
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Bars above 12 mm diameter
200
-
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Drilling suitable holes in reinforced or plain cement concrete with power driven drill machine to a minimum depth of 100mm upto 200mm in RCC beams, lintels, columns and slabs to introduce steel bars for sunshades/balconies including fixing the steel bars in position using epoxy resin anchor grout of approved make but excluding the cost of reinforcement, all complete as per direction of Engineer-In-Charge.
-
-
-
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Upto and including 12mm dia.
25
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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
750
-
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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. 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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12 mm average thickness.
100
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25 mm average thickness in 2 layers.
140
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50 mm average thickness in 3 layers.
140
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Providing, mixing and applying SBR polymer (of approved make @ minimum 2% by wt. of cement used) modified plain/reinforced cement concrete for structural members having minimum characteristic compressive strength [with ordinary portland cement, coarse sand and graded stone aggregate of 10mm maximum size in proportion as per design criteria] with specified average thickness. Note: Rates shall be for finished surface area of concrete and shall include the cost of labour, concrete and appropriate approved Super- Plasticiser for rendering concrete as flowable and SBR polymer but shall exclude cost of reinforcement, bond coat, Shear Keys, centering and shuttering, strutting, propping etc. (Payment under this item shall be made only after proper wet curing has been done and surface has been satisfactorily evaluated by sounding/ tapping with a blunt metal instrument)
-
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50mm thick in Grade M 25 with cement content not less than 330 kg per cum
190
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75mm thick in Grade M 25 with cement content not less than 330 kg per cum
150
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Providing, erecting, maintaining and removing temporary protective screens made out of specified fabric with all necessary fixing arrangement to ensure that it remains in position for the work duration as required by the Engineer-in-charge.
-
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Wooven PVC cloth
6000
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Replacement of sufficiently damaged reinforcements or providing additional reinforcements with the damaged reinforcement by welding etc. including cost of reinforcement(TMT bar of required dia) complete as per direction of the Engineer-in-charge. (Work is to be executed upto 50 m heights above G.L)
400
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Application of SIKA TOP ARMATEK 108 or equivalent@ 0.70kg/sqm(single coat) as approved by the engineer-in-charge and as per manufacture specification for anti corrosion of reinforcement all complete as per direction of Engineer-In-Charge.
-
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Bars upto 12 mm diameter
1000
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Bars above 12 mm diameter
400
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Plastering in cement mortar 1 : 3 (1 cement : 3 fine sand) of 12mm thick admixed with water proofing compound of approved make such as plastrocrate super or equivalent @ 0.2% weight of cement as per manufacture specification complete as per direction of Engineer-in-charge. (Work is to be executed upto 20 m heights above G.L)
400
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Easing door, window shutters with / without removing and refixing the same as per direction of the Engineer - in - charge.
25
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Repairing of damaged door, window shutter i/c dismembering the parts & refixing the same after repairing with same/new screws all complete as per direction by the engineer-in charge (payment of new panels, styles, rails hinges shall be paid in respective item).
20
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Dismantling, removing Chockage & refixing of G.I Pipes up to 50 mm dia and stacked in position as directed.
100
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Providing and fixing oxidised M. S. casement handle for steel window fastener with necessary screws etc. complete.
10
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Labour for taking out rolling shutter dismantling by parts for repair or (replacement of damaged parts only), rehanging and refitting the same in position after necessary repairs (excluding the cost of supply of new parts)
10
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Renewing seam pipe for rolling shutter as per existing size and shape fitting, fixing complete.
5
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Renewing side split pin for seam pipe for rolling shutter.
5
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Oiling and greasing of rolling shutter and repair to in side lock.
10
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Easing, oiling and cleaning collapsible gate
2
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Renewing spring of rolling shutter as per existing size and shape including fitting fixing complete.
3
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Supplying of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, conforming to IS: 4454 -part 1
-
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80x1.25mm M.S. laths
15
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Supplying of approved make, made of required size guide with angle
-
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Guide with angle-bracket
5
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Renewing hinge of steel shutter including taking out old one by cutting and fixing new hinges by welding and mending good complete.
20
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Renewing M.S Members of steel shutter by Welding including taking out old ,mending good damages complete, including taking out and refixing glass panes.
5
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Labour for taking out steel windows and refixing the same after replacement of damaged members, hinges etc. including necessary welding etc. Complete after carefully taking out existing glass panes (Payment for new members will be paid for separately). (a). For windows upto an area of 4.00 Square meter and upto floor V level
20
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Supplying of MS steel window members for repairing of damaged steel window as per direction of the Engineer-in-Charge.
100
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Easing, oiling and adjusting i/c scrapping or chiselling which ever is required as per site condition to steel window shutter and fitting so as to make the shutter easily operable for steel window as per direction of the Engineer-in-Charge.
20
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Providing and fixing single scaffolding system on the exterior side of building/structure, upto 25 metre height, above ground level, including additional rows of scaffolding in stepped manner as per requirement of site, made with 10 cm dia. bamboo ties @0.90 metre apart fitting and fixing with necessary coir,nails etc. horizontal & vertical with working platform etc. and maintaining it in a serviceable condition for execution of work of uprooting plant,other building repairing works etc..of building for external works. The scaffolding system shall be stiffened with bracings, runners, connecting with the building etc, wherever required, if feasible, for inspection of work at required locations with essential safety features for the workmen etc., complete as per directions and approval of Engineer-in-charge.
5000
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Uprooting & removal wild growth & vegetation plants upto girth 100 mm on bldg at any level upto 15m by necessary scaoffolding and swing and providing and applying dilute Hydrochloric Acid on the root all complete as per direction of Engineer in Charge .
20
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Providing and fixing high pressure PVC ball valve (Solvent Weld) of make Supreme or equivalent with pressure class SCH:80 of approved quality including the cost of necessary uPVC socket, pieces of pipes etc. required for the work complete as per direction of Engineer-in-Charge :
-
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20 mm dia. nominal bore
10
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40 mm dia. nominal bore
6
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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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160 mm diameter
400
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Providing and fixing on wall face unplasticised Rigid PVC pipes of Supreme or equivalent conforming to IS : 13592 Type B, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i)Single socketed pipes.
-
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110 mm diameter
100
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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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(a) Plain Bend (i) 160 mm diameter
10
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(b) Shoe (Plain) (i) 160 mm diameter
10
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(c ) Door Tee (i) 160 mm diametre
10
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(d) Bend 45° (i) 110 mm bend
10
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(e ) Door Bend (i) 110 mm bend
10
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(e ) Door Bend (ii) 160 mm bend
8
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(f) Terminal Guard (i) 75 mm
2
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(f) Terminal Guard (ii) 110 mm
15
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(f) Terminal Guard (iii) 160 mm
8
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( f) Elbow (i) 75 mm
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 hardwood 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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160 mm diameter
200
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Providing and making the joints between PVC pipes & S.C.I./ C.I. Pipes with PVC coupler adhesive/ tapes etc. complete : 110/100 mm dia pipe
10
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Cleaning of roof by sweeping all dust, dirt, scrapping the moss and uprooting small plants etc. complete as per direction of Engineer -in- charge.
1800
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Removal of telephone cable, furniture and other garbage material stacked adjacent to Main TE building and which is making hinderance to external repair and painting at location shown by authority and as per direction of engineer in charge.
1
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Credit Value for unserviceable material
-
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Steel/Iron materials like angle,flat, Tee, plate, structural members like channel, beam, GI/ CI pipe, wire net etc.
2000
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Brick
300
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