Bharat Sanchar Nigam Limited Tender
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Bharat Sanchar Nigam Limited - BSNL Tender
Paints and Enamels
Eprocure
Opening Date21 Dec 2024
Closing Soon31 Dec 2024
Tender Amount₹ 18,89,431
Costs
EMD
₹ 37,789Document Cost
₹ 590Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_BSNL_220826_1Tender No
23/EET/BSNL/TVM/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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200 mm weighing not less than 240 gms.
25
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Providing and fixing MS casement window fastener with necessary screws / nut bolts etc. complete.
25
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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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(a) 250x16 mm
5
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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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(a) 200x10 mm
5
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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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(a) 100 mm
5
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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.
50
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Distempering with 1st quality acrylic distember (Ready mix) having VOC content less than 50 grams/ litre of approved brand and manufacture to give an even shade :
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(a) Old work (one or more coats)
200
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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.
1000
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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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(a) One or more coats on old work.
3000
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Finishing walls with Acrylic Smooth exterior paint of required shade :
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(a) Old work (One or more coat applied @ 0.90 ltr/10 sqm).
9940
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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 directions of Engineer-In-Charge.
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(a) With cement mortar 1:4 (1 cement : 4 fine sand).
10
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Renewing glass panes and refixing existing wooden fillets / aluminium beading/ glass putty
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(a) Float glass panes of nominal thickness 4 mm (weight not less than 10kg/sqm).
20
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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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a)Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
0.5
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Providing and applying fibre reinforced elastomeric liquid water proofing membrane with resilient acrylic polymers having Sun Reflectivity Index (SRI) of 105 ( preferably Damp proof Ultra of Asian Paints) on top of concrete roof in three coats @10.76 litre/ 10 sqm. One coat of self-priming of elastomeric waterproofing liquid (dilution with water in the ratio of 3:1) and two coats of undiluted elastomeric waterproofing liquid (dry film thickness of complete application/system not less than 500 microns). The operation shall be carried out after scrapping and properly cleaning the surface to remove loose particles with wire brushes, complete in all respect as per the direction of Engineer-in-Charge.
100
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Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :
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a) 32 mm nominal bore.
3
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Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after .The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and approval of Engineer in-charge .The elevational area of the scaffolding shall be measured for payment purpose .The payment will be made once irrespective of duration of scaffolding.
100
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Providing and fixing unplasticised Rigid PVC pipes 0.4 mpa class 2 (4.0 kg/cm2) including jointing with approved Jointing solution all complete as directed by the engineer incharge , (i) Single socketed pipes.
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(a) 75 mm diameter
210
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Providing and fixing PVC pipe complete with pvc fittings and clamps including cutting and making good the wall etc. ( Internal work)
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a) 32 mm nominal outer dia. Pipes. ( 10.00 kg/sqcm)
10
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Cutting and removal of ficus saplings by dismantling integral water proofing compound/ cement concrete/ brick work in cement mortar etc including complete removal of its roots and making good the dismantled portion by using cement concrete 1:1.5:3 ( 1 cement: 1.5 coarse sand: 3 graded stone aggregate 20mm nominal size) with water proofing compound etc all complete at all heights as per the direction of Engineer-in-charge at site.
10
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Repairs to RCC Structural elements of framed or load bearing structure such as fins, facias,etc. excluding scaffolding up to floor VIII level with following operations :-
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a) Removing all spalling concrete/cement mortar from the body frame by tapping the debonded concrete surface beyond 2 to 3 mm from the rusted reinforcing bar completely and cleaning all the reinforcement bars.
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b)Washing the cleaned reinforcing bar with clean water and suitable chemical and applying one coat of anticorrosive Nitozinc primer on dried bar using paint brush. Care shall be taken to see that the applied primer makes an unbroken continuous film.
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c) After cleaning the bar, applying one coat of bonding agent Nito AR on the exposed bar and concrete surface.
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d)Covering the exposed bar as well as the affected concrete with high protection high strength Rendroc.
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e)Covering the surface with modified polymer mortar to the required thickness (applied in layers not more than 25mm thick ) including finishing ect. completed and as directed by the Engineer in charge.
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slab/ Beams/columns/fins
15
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Cleaning of terrace water storage tank ( 5.45X1.50X2.35m) 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 @ 0.50 gm per litre capacity of tank and disposing of malba all complete as per direction of Engineer-in charge.
1
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Cleaning of under ground sump ( 11.90X5.45X3.60 m) including disposal of silt and rubbish , all as per the direction of Engineer-in-charge. The cleaning shall consist following operations:-
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(i) Tank shall be emptied of water by pumping and bottom shall be cleaned of silt and other deposits.
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(ii) Entire surface area of the sump shall then scrubbed thoroughly with wire brush etc and pressure washed with water.
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(iii) Finally cleaning the tank with fresh water disinfecting with bleaching powder @ 0.50 gm per litre capacity of tank and disposing of malba all complete as per the direction of Engineer-in- charge.
1
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Pressure grouting of honey combed concrete by the following operations. Drill 12mm dia holes in the concrete in a grid pattern at required spacing as per site conditions but in no case exceeding 1m centre to centre. The depth of the drilling shall be adequate to pump the grout to the intended locations in predetermined areas. PVC nozzles shall be fixed in the holes drilled using a single component rapid setting compound Rendroc plug. Cement slurry mixed with expansive and plasticizing admixture Cebex 100 at the rate of 250gms per bag of cement shall be injected through the prefixed nozzles under pressure using grout pump fill all
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possible pores and gaps left with in the concrete mass. When the flow of grout stops or when the grout flows out of the adjacent nozzle, pumping is stopped and the nozzle is tied up and allowed to set for 24 hours. The PVC nozzles shall be sealed off with a quick setting water proofing agent Rendroc plug. Grouting operation is carried out through the next nozzle fill the entire area is covered. The grouting holes shall be finished by removing the nozzles and finished flush with the surface etc all complete excluding scaffolding charges as directed by the Engineer -in-charge at site.
75
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Checking and attending minor repair work of plumbing work at terrace water tank etc including the cost of materials as directed by the Engineer-in-charge.
4
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Checking and attending minor repair work of carpentry including checking of all windows and doors of wooden and steel incluing making it free / easing etc including the cost of necessary materials like screw etc as directed by the Engineer-in-charge.
4
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Using the services of of skilled / unskilled labourers for carrying out miscellaneous and unprecedented works like porch cleaning, Balcony/ terrace cleaning etc
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a) Coolie/Beldar
10
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