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 Apr 2025
Closing Date28 Apr 2025
Tender Amount₹ 50,00,000
Costs
EMD
₹ 50,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
E1-1662-2025-16-erode City Municipal Corporation-restoration Of Cement Concrete Surface Damaged Due To Ugss, Urachi Kottai Water Supply Scheme Pipe Line Trunch At Parasurama Lane, Kumanan Street Cross Street-3, Kumanan Street 3rd Cross Street, Kuma
Description
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Contact
Tender Id
2025_MAWS_551088_1Bid Award Id
ViewTender No
E1-1662-2025-16-ERODE CITY MUNICIPAL CORPORATIONTender Authority
Municipal Administration And Water Supply Department ViewPurchaser Address
-Website
http://https://www.tn.gov.in/maws/
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Documents
BOQ Items
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Providing and fixing Bitumen Pad for Expansion joint in between pavement Concrete to 12mm thick and fixed as shown in the drawing including cost and conveyence of expansion joints including shalimar pad and joint sealent etc, complete as per standard specification
82
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a) Drain Side wall- Without Strutting
230
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Earth work open excavation in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the excavated earth with a lead of 10 mts. within the compound in places shown by the departmental officers and clearing and levelling the site, etc., complete complying with standard specification and Removal and Conveyance of Excavated Excess Earth away from the site to 2K.M including loading and transportation charges etc, complete as per standard specification. For 1M3
137
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Centering for soffits of RCC slabs of plane surface like lintels, beams ,etc.,including strutting 3m high using mild steel sheets of size 90cm X 60cm X and B.G 10 stiffened with M.S angles of size 25mm X 25mm X 3mm laid over silver Oak (C.W) joists of size 10cm X 6.5cm (spaced at about 90cm c/c )and supported dy casurina props of 10cm to 13cm dia (spaced of 75cm C/C) complying with standard specification
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Raising the UGSS man hole cover upto the proposed road level including refixing the same over the cement concrete surface to an average hight to 0.15m to 0.25m plain cement concrete 1:1½:3mix using 20mm metal which will be laide over the brick work masonry surface including all labour charges for dismanling the existing cement concrete of all materials to site etc complete as per standared specification
50
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Plain Cement Concrete 1:1.5:3 (One part of Cement, one and half part of Crushed Sand (M- Sand), three 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
410
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