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Tender For Water Proofing Treatment And Structural Repair To Ceiling At Telephone Exchange Building, Swaraj Dweep, South Andamans-Andaman And Nicobar Islands

Bharat Sanchar Nigam Limited-BSNL has published Tender For Water Proofing Treatment And Structural Repair To Ceiling At Telephone Exchange Building, Swaraj Dweep. Submission Date for this Tender is 28-05-2024. Water Proofing Work Tenders in South Andamans Andaman And Nicobar Islands. Bidders can get complete Tender details and download the document.




Tender Notice

43425918
Tender For Water Proofing Treatment And Structural Repair To Ceiling At Telephone Exchange Building, Swaraj Dweep
Open Tender
Indian
Andaman And Nicobar Islands
South Andamans
28-05-2024

Tender Details

Water Proofing Treatment And Structural Repair To Ceiling At Telephone Exchange Building, Swaraj Dweep

Key Value

Document Fees
INR 590 /-
EMD
INR 7070.0 /-
Tender Value
INR 3.53 Lakhs /-

BOQ Items

Name of Work:Water proofing treatment and structural repair to ceiling atTelephone Exchange Building, Swaraj Dweep-(2nd Call)
Sl. No. Item Description
1Providing 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 :(a)1:2:4 (1 cement : 2 coarse sand(zone-III) : 4 graded stone aggregate 20 mm nominal size).
220 mm cement plaster of mix : (a) 1:4 (1 cement: 4 fine sand)
3Providing and laying APP (Atactic Polypropylene Polymer) modified prefabricated five layer 3 mm thick water proofing membrane, black finished reinforced with non-woven polyester matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40 litre/sqm by the same membrane manufacture of density at 25°C, 0.87-0.89 kg/ litre and viscocity 70-160 cps. Over the primer coat the layer of membrane shall be laid using Butane Torch and sealing all joints etc, and preparing the surface complete. The vital physical and chemical parameters of the membrane shall be as under : Joint strength in longitudinal and transverse direction at 23°C as 650/ 450N/ 5cm. Tear strength in longitudinal and transverse direction as 300/250N. Softening point of membrane not less than 150°C. Cold flexibility shall be upto -2°C when tested in accordance with ASTM, D - 5147. The laying of membrane shall be got done through the authorised applicator of the manufacturer of membrane (a) 3 mm thick
4Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. a) Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
5Chipping 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
6Providing, 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
7Providing, 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.
8Extra for providing and mixing SBR latexof approved brand and manufacture in recommended propertion in cement concrete work.
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