Municipal Administration And Water Supply Department Tender
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Municipal Administration And Water Supply Department - MAWS Tender
Civil And Construction
Eprocure
Opening Date25 Sep 2024
Closing Date16 Oct 2024
Tender Amount₹ 20,00,000
Costs
EMD
₹ 20,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_MAWS_488040_1Bid Award Id
ViewTender No
7329/2024/E2Tender Authority
Municipal Administration And Water Supply Department ViewPurchaser Address
-Website
http://https://www.tn.gov.in/maws/
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BOQ Items
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Plain Cement Concrete 1:2:4 (one cement, two Crushed Stone Sand (M- Sand) and four coarse aggregates) using 20mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges etc., complete as per standard specification
1.6
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Supplying and filling in foundation and basement with Well Gravel in layers of not more than 15cm thick well rammed watered and compacted etc., complete complying with standard specification.
280.9
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Supplying and laying Rubberised interlocking Paver block M40 grade Providing and laying of 83mm thick high strength type conforming IS 15658-2006 of rubberized interlocking paver lock in size of minimum compressive strength of 40N/mm2 in uniform shape of approved make to be laid in flurring bone pattern with sand cushion below the uniform shap of approved non skitting surface in the top and the rate including levelling the base preparation of pavers as sub base, sand cushion 150mm thick laying out of pavement cut the pieces to fix the edge vibring the pavers,sweeping tranporting loading unloading of laying paver block as per standard specification,.
1219
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Supplying and fixing for green borad including cost and conveyance as per quatition
6
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Supplying and fixing in position of Alu. Anodised Partition with 62x38x2mm extruded box section at bottom vertical and horizontal members. The vertical member are spaced at 90 cm c/c and to horizontal members are spaced at 1.2M, 2.1M and 2.4M height the bottom panels should be covered with 12 mm thick PLB exterior grade and the top and middle panels should be fixed at 4mm thick glass thick glass with necessary glassing clips.rubber beading, etc., including necessary dismantling holes in RCC columns, beams masonry wherever necessary with power power drill ti the extent required and made good to the original conditions after fixing as directed by the departmental officers. All the Aluminium sections should be anodised to 1.5microns as per ISI specification 1868/1962.
62.5
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