Bharat Sanchar Nigam Limited Tender
View complete overview of Mizoram BSNL Tender
Costs
EMD
₹ 5,600Document Cost
₹ 590Tender Fee
Refer Documents
Summary
Day To Day Maintenance And Annual Repairs To Type Ii Quarters, Khatla, Aizawl For The Year 2024-25
Description
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Contact
Tender Id
2024_BSNL_219420_1Bid Award Id
ViewTender No
NIT 12/BSNL/CD/AZL/2024-25Tender Authority
Bharat Sanchar Nigam Limited ViewPurchaser Address
-Website
http://https://www.bsnl.co.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
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All kinds of soil.
1
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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)
0.5
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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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1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources).
0.2
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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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Sal wood
0.03
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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.
4.5
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25mm thick (for cupboard) including ISI marked nickel plated bright finished M.S. piano hinges with necessary screws.
3
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Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured).
6
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Providing and fixing ISI marked oxidised M.S. pressed butt hinges with necessary screws etc. complete.
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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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300X16mm
3
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250X16mm
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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250X10mm
3
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150 X10mm
6
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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
5
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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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Twin rubber stopper
3
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Providing and fixing to existing door frames.
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30 mm thick factory made Polyvinyl Chloride (PVC) door shutter made of styles and rails of a uPVC hollow section of size 60x30 mm and wall thickness 2 mm (± 0.2 mm), with inbuilt decorative moulding edging on one side. The styles and rails mitred and joint at the corners by means of M.S. galvanised/ plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 25x20 mm and 1 mm (± 0.1 mm) wall thickness. The lock rail made up of ‘H’ section, a uPVC hollow section of size 100x30 mm and 2 mm (± 0.2 mm) wall thickness fixed to the shutter styles by means of plastic/ galvanised M.S. ‘U’ cleats. The shutter frame filled with a uPVC multi-chambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm (± 0.1 mm) wall thickness . The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod and fastened with nuts and washers, complete as per manufacturer’s specification and direction of Engineer-in-charge.
3
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Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.
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0.63 mm thick with zinc coating not less than 275 gm/ sqm
4
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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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75 mm diameter
2
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110mm diametre.
3
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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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Bend 87.5°- 75 mm diameter
1
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Bend 87.5°- 110 mm diameter
2
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Shoe (plain)- 75 mm diameter
1
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Shoe (plain)- 110 mm diameter
1
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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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75 mm
2
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110 mm
2
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15mm cement plaster on the rough side of single or half brick wall of mix :
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1:6 (1 cement: 6 coarse sand)
6
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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
9
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Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :
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Old work (one or more coats)
25
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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 )
3
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Fixing chowkhat in existing opening in brick / RCC wall with dash fasteners/Chemical fasteners of appropriate size (3 nos on each vertical member of door chowkhat and 2 nos on each vertical member of window chowkhats), including Cost of dash fasteners/ chemical fastener.
2
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Renewing glass panes, with wooden fillets wherever necessary
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Float glass panes of thickness 4 mm
3
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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)
12000
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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.
3
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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:- (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 withwater.
60
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Providing & fixing White vitreous china water closet squatting pan (Indian type) along with "S" or "P" trap including dismantling of old WC seat and "S" or "P" trap at site complete with all operations including all necessary materials, labour and disposal of dismantled material i/c malba, all complete as per the direction of Engineer-in charge.
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a) Orissa pattern W.C Pan of size 580x440 mm
1
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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.
0.5
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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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a) Of area 3 sq. metres and below
2
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Taking out door, windows and clerestory window shutters (steel or wood) including stacking within 50 metres lead :
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a) Of area 3 sq. metres and below
5
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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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a) 15 mm to 40 mm nominal bore
6
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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.
2
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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.
1
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Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require:
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a) White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap
1
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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 complete.
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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- Flexible pipe
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32 mm dia
10
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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
3
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Providing and fixing PTMT Waste Coupling for wash basin and sink, of approved quality and colour.
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Waste coupling 31mm of 79mm length and 62mm breadth weighing not less than 45gms.
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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20 mm nominal outer dia. pipes.
2
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25 mm nominal outer dia. pipes.
3
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Providing and fixing G.I.pipes complete with G.I.Fittings and clamps, including cutting and making good the walls etc. Internal work - Exposed on wall
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20 mm dia nominal bore
2
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25mm dia . nominal bore
2
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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
1
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50 to 80 mm nominal bore
1
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Providing and fixing brass gate valve with C.I. wheel of approved quality ( screwedend )
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25mm nominal bore
4
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40 mm nominal bore
1
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Providing and fixing gun metal non- return valve of approved quality (screwed end) :
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40 mm nominal bore- Horizontal
1
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Providing and fixing uplasticised PVC connection pipe with brass unions :
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45 cm length-15 mm nominal bore
2
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Providing and fixing G.I. union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work)
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15 mm nominal bore
2
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25 mm nominal bore
2
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Providing and fixing PTMT bib cock of approved quality and colour.
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15mm nominal bore, 86 mm long. Weighing not less than 88 gms
6
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Providing and fixing PTMT stop cock of approved quality and colour
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15 mm nominal bore, 86mm long. Weighing not less than 88 gms
6
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Providing and fixing PTMT pillar cock of approved quality and colour
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15mm nominal bore, 107mm long. Weighing not less than 110 gms
2
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Providing and fixing PTMT grating of approved quality and colour
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Circular type-100 mm nominal dia
2
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Providing and fixing uplasticised PVC connection pipe with brass unions :
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45 cm length-15 mm nominal bore
3
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Easening of Door/window fittings without removing shutter from frame by realining for free easy operation and movement etc. complete as directed by the Engineer -in-Charge.
15
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Easening of shutters without removing shutter from frame by sawing, chiselling, cutting etc. for free easy operation and movement etc. complete as directed by the Engineer -in-Charge.
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Wooden door shutters of size up to 1.00 x 2.10m at all floors.
15
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Wooden window shutters of size up to 0.75 x 1.20m at all floors including scaffolding or jhula arrengement.
25
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Providing and fixing 24 gauge plain aluminium sheet over wooden door with brass or annealed MS screws or nails etc all complete as directed by Engineer in charge.
2
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Providing and fixing on wall face unplasticised Rigid PVC SWR grade Soil, waste, vent pipes conforming to IS : 13592 Type A, including jointing with seal ring IS : 5382, leaving 10 mm gap for thermal expansion,conforming to IS : 13592: Single socketed pipes.
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110 mm diametre
2
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Providing and fixing U drain PVC pipes (4KN/sqm) confirming IS 15328 in required slope and jointed together with jointing couplers as per manufacturers specification and other end socketed including jointing with couplings wherever necessary with PVC cement solvent testing of joints etc complete, and as directed by Engineer-in-charge. (Cost of jointing Couplers to be paid for separately)Finolex, Supreme or equivalent make.
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150 mm
2
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Removing of shrubs/bushes from walls/sanitary pipes of buildings at any height including removing roots etc. and applying chemical of anti-birth plant and filling the hole by cement mortar 1:4 etc. complete as per the direction of Engineer-in-charge.
25
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Repair to 15mm size bib cock, pillar cock, stop cock including change of defective items to stop leakage/ smooth working as directed by Engineer-In-Charge.
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Replacement of washer.
10
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Replacement of spindle (including credit for defective spindle)
3
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Repairs to PVC flushing cisterns by removing defective and unserviceable components and replacing with new component as specified and making the cistern operational complete as directed by Engineer-in-charge.
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PVC Handle knob.
3
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PVC Flusher
2
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PVC Float Valve
2
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Cleaning of chocked drainage lines in bathroom and water closet from inside of toilet including removal of all type of blockage and disposal of same, all as per the direction of Engineer-in-charge.
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From kitchen and bathroom.
5
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From Water Closet (WC).
5
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Cleaning of chocked drainage lines in kitchen, bathroom and water closet from outside with the help of Jhoola/ ladder etc. by opening of C.I./ PVC plug of waste pipe line and clearing all type of blockage by rodding or other suitable tools and disposal of same, all as per direction of Engineer-in-charge.
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From bathroom/WC/ Kit SWR Line
2
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Cleaning of manholes by rodding, scrubbing and flushing to remove the clogged drain of sludge, waste & rubbish material and disposal of waste/ refuge/ filth etc. (recovered in this process) to a place permitted and approved by the Local Municipal corporation all as per the direction of Engineer-in-Charge.
6
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Cleaning of sewer line by rodding, scrubbing and flushing to remove the clogged drain of sludge, waste & rubbish material and disposal of waste/ refuge/ filth etc. (recovered in this process) to a place permitted and approved by the Local Municipal corporation all as per the direction of Engineer-in-Charge.
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Sewer pipe line of dia. Upto 300mm.
60
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Cleaning of nahni traps/floor traps at all levels for removal of blockages including removing the silt, slush, waste etc ensuring smooth flow etc and applying white cement in tile joints of bath/WC including water proofing compounds (Like forsroc) etc wherever required to arrest leakages etc.
6
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Providing treatment to the cracks on the external face walls/ Terrace roofing of the building by racking the cracks in 'V' shape filling the same with slurry made of 3 parts liquid water proofing Chemical (Dr Fixit URP -301) and 1 part of gery cement including cleaning & removing loose materials etc complete as directed by the Engineer in Charge. ( Note : Measurements will be made per litre of chemical used by the agency . The agency has to submit material invoices & the materail has to be kept in the joint custody of Dept &agency)
6
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Filling joints of glazed tile flooring/ceramic tile flooring with white cement and POLYALK-WP of Sunanda Chemical or with any approved WP chemical. Before filling of joints the floor shall be cleaned by Harpic/diluted hydrochloric acid and as per direction of Engineer-in-charge
5
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Removing old damaged bathroom fittings such as bibcock, stop cock, pillar tap, PVC connection pipe, wheel valve etc. complete as directed by Engineer-in-charge.
25
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Cleaning of terrace by brooming, removing leaves any other material lying on terrace including mumty terrace and disposal of material etc. complete as directed by the Engineer-in-charge.
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Terrace floor of TY II Block
2
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Providing and applying Two coats of “Dr. Fixit Raincoat” or equivalent over one coat of primer of “Dr. Fixit Primeseal" or equivalent on external wall surface (prone to leakage due to heavy rain) etc. all complete as per manufacturers specifications in following sequence of operations.
a. All new cement-sand renderings /concrete surfaces should be allowed to age 6 to 8 weeks before surface
b. Surface for treatment must be thoroughly cleaned of all laitance, loose material, oil, grease, etc. by mechanical means such as wire brushing & shot blasting . c. Finally vacuum cleaning of all loose solids and liquids can be done, if required.
d. All surface cracks upto 5 mm width and above should be filled separately (to be paid under different item),
e. Prime the surface with Dr. Fixit Primeseal diluted with potable water by volume in 2:1 ratio (2 parts primer and 1 part water) and allow it to dry for 2 to 3 hours
f. Use Raincoat directly from the container (Stir contents well before use), Apply two neat coats of Raincoat without dilution by brush or roller at a time interval of 5-6 hours on rain lashing walls, chajjas and parapet walls.
g. Allow the coated surface to air cure fully for 7 days.
5
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Dismantling of wash basin with attached fittings such as Pillar cock, waste coupling, connection pipe including stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead.
1
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Providing and fixing 25 mm to 30mm thick cuddapah/Kotastone of required sizes in flooring/shelves/ vertical supports for kitchen platform laid over 20mm thick cement mortar base 1:4 ( 1 cement : 4 coarse sand ) jointed with grey cement slurry mixed pigment to match the shade of the slab i/c rubbing and polishing etc.,complete as directed by Engineer in charge.
1
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Credit for dilapated/damaged material received from dismantlement.
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Bib cock, stop cock, pillar tap, PVC connection pipe, wheel valve, PVC Flushing cisterns etc.
50
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Removing, cleaning & refixing G.I.pipes of all diameters upto 40mm dia. as directed by Engineer in Charge
6
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Providing double Scaffolding with bamboo, ballies & Coir strings etc. for carrying out the work of external plastering to outer side of parapet wall, slab projection etc. at all heights including necessary labours, materials required for erection and diamantling of the scaffolding after completion of work and as per the direction of Engineer in charge.
30
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Dismantling/demolishing Damaged Cement mortor layer of finished old Brick Bat Water proofing treatment by manual means without damaging/disturbing the underlying Slab / Brick Bat layer , scapping the surplus mortor all complete including disposal of the dismantled materials upto mumcipal dumping ground.
15
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Finishing the surface with 40 mm thick jointless cement concrete of mix 1:2:4 (1 cement : 2 coarse sand(zone-III) derived from natural sources : 4 graded stone aggregate 10 to 6 mm nominal size derived from natural sources) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3mm deep.
Note : The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operations to be done in order and as directed and specified by the Engineer-in-Charge :
15
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Repairs to Damaged GI/PVC water supply pipes in walls by removing the damaged section of pipe by dismantling & cutting the required length of pipe, providing and fixing required male/female CPVC Brass fittings, replacing with new CPVC pipe section , refixing serviceable GI/CPVC pipe line , checking for water leakages , Providing and erecting bamboo scaffoldings or jhoola/ladder on external face of building all complete as per the direction of engineer in charge.(Note : The work involves all the costs of materials, labours, tools & plants, hire charges of materails required , CPVC pipe in the wall etc.& nothing extra will be paid on any account.)
-
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25 mm nominal outer dia. pipes.
1
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32 mm nominal outer dia. pipes.
1
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40 mm nominal outer dia. pipes.
1
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Removing Damaged / unserviceable C.I. sewer line/ water water line without damging adjustant sewer & water supply line by deploying the jhoola/ladder & pullys etc , stacking the dismantled materials upto a lead of 100 m as per the direction of engineer in charge all complete.
-
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upto 150 mm C I pipe lines
6
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Removing Damaged / unserviceable G.I.water supply line without damging adjustant sewer & water supply line by deploying the jhoola/ladder & pullys etc , stacking the dismantled materials upto a lead of 100 m as per the direction of engineer in charge all complete.
-
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upto 40 mm C I pipe lines
6
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