Bharat Sanchar Nigam Limited Tender
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Bharat Sanchar Nigam Limited - BSNL Tender
Civil And Construction
Building Construction
Eprocure
Opening Date13 Feb 2025
Closing Soon25 Feb 2025
Tender Amount₹ 5,25,873
Costs
EMD
₹ 10,520Document Cost
₹ 590Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_BSNL_226584_1Tender No
NIT No. 36/CD/TPT/2024-25Tender Authority
Bharat Sanchar Nigam Limited ViewPurchaser Address
-Website
http://https://www.bsnl.co.in/
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Documents
Annual Maintenance including reconstruction of Compound Wall on front side of TE building at MUDIGUBBA in Anantapur District (3rd Call).
Annual maintenance including reconstruction of Compound Wall on front side of TE Building at MUDIGUBBA in Anantapur District(3rd Call).
BOQ Items
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Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.
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All kinds of soil
32
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Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - all work upto plinth level:
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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).
3.4
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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).
0.5
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Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :
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1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from naturalsources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).
1.1
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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 naturalsources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).
0.4
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Centering and shuttering including strutting, propping etc. and removal of form for :
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Foundations, footings, bases of columns, etc. for mass concrete.
1.5
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Columns, Pillars, Piers, Abutments, Posts and Struts.
7.9
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Small lintels not exceeding 1.5 m clear span, moulding as in cornices, window sills, string courses, bands, copings, bed plates, anchor blocks and the like
3.5
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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level.
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Thermo-Mechanically Treated bars of grade Fe-500 D or more.
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-500 D or more.
20
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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)
6
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Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections.
5
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Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 3.5 in foundation and plinth in:
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Cement mortar 1:6 (1 cement : 6 coarse sand).
4.9
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Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 3.5 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).
0.4
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Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with :
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Cement mortar 1:6 (1 cement : 6 coarse sand )
2.5
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Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows, including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer-in-charge.
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Second class teak wood.
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35 mm thick shutter
1.6
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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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Second class teak wood.
2.8
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Deduct for not providing hinges in doors, windows or clerestory window shutters with :
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ISI marked M.S. pressed butt hinges bright finished of required size.
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For 2nd class teak wood and other class of wood shutters
1.6
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Providing and fixing ISI marked aluminium butt hinges 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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100x63x3.2 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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250x16 mm
4
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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
8
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150x10 mm
4
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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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150 mm
8
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100 mm
4
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Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
14
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Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer.
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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).
18
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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
150
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Cement concrete pavement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete.
2.5
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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.
4
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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/m².
5
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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.
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Single socketed pipes.
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110 mm diameter.
3.6
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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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Single tee without door.
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110x110x110 mm
1
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Shoe (Plain)
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110 mm Shoe
1
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12 mm cement plaster of mix :
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1:6 (1 cement : 6 fine sand)
18
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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)
19
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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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12 mm cement plaster.
50
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6 mm cement plaster of mix :
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1:3 (1 cement : 3 fine sand).
14
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Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers
11
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Finishing walls with Acylic 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 @ 2.20 kg/10 sqm).
60
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Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade :
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Two or more coats on new work.
400
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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.
4
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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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Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture
13
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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.
400
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Painting with synthetic enamel paint of approved brand andmanufacture of required colour to give an even shade :
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One or more coats on old work.
90
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Finishing walls with Acrylic Smooth exterior paint of required shade :
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Old work (One or more coat applied @ 0.90 ltr/10 sqm).
620
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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-Charge.
10
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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)
5
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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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Orissa pattern W.C Pan of size 580x440 mm
1
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Taking out existing wooden door shutter, repair by cutting, painting, etc. and refixing of repaired window shutters to existing frames, including replacement of hinges with screws, etc. as required, all complete as per the direction of the Engineer-in-charge.
5
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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.
0.5
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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
2.2
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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.
1
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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.
5
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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.
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External work
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20 mm nominal dia Pipes.
20
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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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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.
1
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Grading roof for water proofing treatment with :
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Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size)
2
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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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25 mm average thickness
7
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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
50
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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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Epoxy bonding adhesive having coverage 2.20 sqm/kg of approved make.
7
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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.
7
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Providing and fixing hard drawn steel wire fabric of size 75 x25 mm mesh or other suitable size wire mesh to be fixed & firmly anchored to the concrete surface by means of "L" shaped mild steel shear key welded with existing reinforcement including the cost of materials, labour, tool & plants as approved by Engineer-in-charge.
55
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Providing and fixing GI pipe clips of approved design and required length to unplasticised PVC rain water pipes / soil waste and vent (SWR) pipes screwed with M.S screws of required length complete.
-
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110 mm dia.
4
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Providing and fixing and jointing UV stabilised (SWR) PVC- floor trap of approved quality and make of self cleaning design 100x75 mm size for different appliances all complete including the cost of cuttting and making good the walls and floors etc., complete as directed by the Engineer-in-charge.
1
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Fixing charges of available grills on compound wall (upto 2.00M height) true to alignment with necessary supports, scaffoldings including necessary cleaning making alterations like cutting, welding additional materials as required complete as directed by the Engineer-in-charge. (Note : Cost of materials to be paid under relevant items).
14
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Attending necessary alterations and repairs to main entrance MS gate including cutting, welding, etc., complete to make it operational.
1
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