Bharat Sanchar Nigam Limited Tender
Search from a plethora of business opportunities for Tamil Nadu tenders posted on the eProcurement TamilNadu website and other online and offline sources. Here, on BidAssist, you can find the best tender opportunities to boost your enterprise by finding work in Tamil Nadu government tenders, PSUs, Municipal Corporations and more. Read on to learn about the bidder registration process, DSC and more.
Bharat Sanchar Nigam Limited - BSNL Tender
Civil And Construction
Building Construction
Eprocure
Opening Date5 Sep 2024
Closing Date18 Sep 2024
Tender Amount₹ 4,71,318
Costs
EMD
₹ 9,430Document Cost
₹ 590Tender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2024_BSNL_207196_1Bid Award Id
ViewTender No
009/BSNL/CD/SLM/2024-25Tender Authority
Bharat Sanchar Nigam Limited ViewPurchaser Address
-Website
http://https://www.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
Structural and Other Civil Repairs to TE Building, Mallasamuthram, Salem BA.
Structural and Other Civil Repairs to TE Building, Mallasamuthram, Salem BA.
BOQ Items
a) In cement mortar
0.5
-
-
Dismantling roofing including ridges, hips, valleys and gutters etc., and stacking the material within 50 metres lead of:
-
-
-
Asbestos cement sheet
5
-
-
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.
170
-
-
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.
12
-
-
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
-
-
-
a) 1:2:4 (1 cement : 2 coarse sand(zone-III) including manufactured sand derived from Recycled concrete aggregate (RCA) up to 25% : 4 graded stone aggregate 20 mm nominal size including Recycled concrete aggregate (RCA) )
0.6
-
-
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)Recycled Concrete Aggregate (RCA) upto 20% : 3 graded stone aggregate 20 mm nominal size including Recycled Concrete Aggregate (RCA) upto 20%).
0.4
-
-
Centering and shuttering including strutting, propping etc. and removal of form for :
-
-
-
a) Foundations, footings, bases of columns, etc. for mass concrete
2
-
-
b) Vertical and horizontal fins individually or forming box louvers band, facias and eaves boards
2
-
-
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.
-
-
-
Thermo-Mechanically Treated bars of grade Fe-500D a) or more.
35
-
-
Smooth finishing of the exposed surface of R.C.C. work with 6 mm thick cement mortar 1:3 (1 Cement : 3 fine sand).
10
-
-
Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections
70
-
-
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 :
-
-
-
a) 300x16 mm
2
-
-
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 :
-
-
-
a)200x10 mm
4
-
-
Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.
-
-
-
a)Hot finished seamless type tubes.
60
-
-
Providing and fixing precoated galvanised steel sheet roofing accessories of total coated thickness 0.50mm (base metal of minimum 0.45mm thickness with total coating thickness of 0.05mm) with Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete:
-
-
-
a) Ridges plain (500 - 600mm)
10
-
-
White washing with lime to give an even shade:
-
-
-
a) New work (three or more coats)
90
-
-
Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade
-
-
-
a) New work (Two or more coats applied @ 1.43 ltr/ 10 sqm. over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm).
250
-
-
Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :
-
-
-
a) One or more coats on old work.
120
-
-
Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade :
-
-
-
a) Old work (Two or more coats applied @ 1.43 ltr/ 10 sqm) over existing cement paint surface.
970
-
-
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 directions of Engineer-In-Charge.
-
-
-
a)With cement mortar 1:4 (1 cement : 4 fine sand).
5
-
-
Renewing glass panes, with putty and nails wherever necessary including racking out the old putty:
-
-
-
a) Float glass panes of nominal thickness 4 mm (weight not less than 10kg/sqm).
2
-
-
Raking out joints in lime or cement mortar and preparing the surface for re-pointing or replastering including disposal of rubbish to the dumping ground, all complete as per directions of Engineer-In-Charge.
30
-
-
Flush pointing with cement mortar 1:3 (1 cement : 3 fine sand) mixed with 2% of integral water proofing compound by weight of cement for flat tile bricks on top of mud phaska :
-
-
-
a)With F.P.S. brick tiles
30
-
-
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.
3
-
-
Repairing the RCC Sunshades by following operations i) Chipping of unsound/weak concrete material carefully in patches etc. with manual chiselling to a thickness of 25-50 mm. ii)Cleaning the Old reinforcement with approved Rust remover. iii)Applying SBR bonding coat to the chipped off concrete surfaces. iv)Repairing the concrete surface by applying the Polymer modified cement mortar with CM 1:3 / cement concrete 1:1.5:3 with SBR latex for all thicknesses from 25mm to 50mm. v) Finishing with 6 mm cement plaster with CM 1:3, etc. complete all as directed by the Engineer-in-charge. ( Cost of additional reinforcements and scaffolding will be paid separately )
-
-
-
a) Of size upto 1.50 x 0.60 m
2
-
-
b) Of size above 1.50 x 0.60 m, upto 3.00 x 0.60 m
1
-
-
Removing of ranked vegetation / sapling/ plants, on building structures / terrace/ parapet junction etc, including applying dilute hydrochloric acid on the root area and disposing off rubbish etc. complete all as directed by the Engineer-in-charge.
5
-
-
Providing and fixing GI chicken mesh (Hexagonal wire netting) of mesh size 25 mm & wire 0.6 mm dia over the prepared surfaces of columns/ beams / walls / slabs etc. before plastering the surfaces using nails / pins / annealed wire etc. to act as a reinforcement for plaster, complete all as directed by the Engineer-in-charge.
105
-
-
Providing and fixing uplasticised PVC connection pipe with brass unions :
-
-
-
a) 45 cm length
-
-
-
I) 15 mm nominal bore
2
-
-
Providing and fixing PTMT bib cock of approved quality and colour.
-
-
-
a)15 mm nominal bore, 122 mm long. Weighing not less than 99 gms.
2
-
-
Providing and fixing PTMT pillar cock of approved quality and colour .
-
-
-
a) 15mm nominal bore, 107 mm long. Weighing not less than 110 gms.
1
-
-
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. 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.
120
-
-
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.
-
-
-
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
-
-
-
a) 25 mm average thickness
40
-
-
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.
-
-
-
a) Bars upto 12 mm diameter
400
-
-
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.
-
-
-
a)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
240
-
-
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).
-
-
-
a) 25 mm average thickness in 2 layers.
240
-
-
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements