Municipal Administration And Water Supply Department Tender
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Municipal Administration And Water Supply Department - MAWS Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date3 Feb 2025
Closing Soon10 Feb 2025
Tender Amount₹ 8,50,000
Costs
EMD
₹ 8,500Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Attending 1100mm Dia Psc Pumping Main At Sarada College Road Near Indian Medical Association Hasthampatty Amma Unavagam, 700mm Dia Psc Main Ulavar Santhai And 150mm Dia Ac Distribution Main Leak Work In Div 17, 13 Of Hasthampatty Ward Office.
Description
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Contact
Tender Id
2025_MAWS_522380_1Tender No
E2-EST NO-241-WS-2024-2025Tender 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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Supply and Delivery of the following Water Supply Specials etc., complete.
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160mm dia PVC Pipe 6kgs
12
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Lead Wool
75
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Red Rock Cement
106
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Hard Crete Oil
63
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Spun Yarn
5
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Dewatering using Diesel Pump set For 10 HP Engine pumpset including Hire charges, cost of Diesel, Engine oil, pump operator, labour charges, conveyance of pumpset and fuel to site and back, loading, unloading and any other incidental charges etc., complete.
160
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Towards Labour Charges for Attending Pumping Main Leak Work etc., complete.
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1100mm Dia Pumping Main
4
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700mm Dia Pumping Main
1
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150mm dia AC Distribution Main
2
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Collection,supply and filling of Crushed Stone Sand (M- Sand) to required depth not more than 15cm depth including cost and Conveyance of sand to site and all labour charges for filling etc., Complete complying with Standard Specification
16
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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
27
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Providing and laying WMM of 250 mm compacted thickness in two layors of 125 mm thick or else as specified on the prepared sub base with graded stone aggregate and granular material of quality size and grading pasting in layor with motor grader and compaction with vibrating rollers of 80-100 KN static weight and fine dressing for required grade and cross slope as shown on the drawing equipments equipments safety measures testing and incidents necessary to complete
30
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Re-Conveyance of earth from the stock yard to the narrow street (width less than 3.75m) for refilling the trenches after laying the pipe line (up to a lead of 5.00Km) including Head load charges from 10 meters to 100 meters and conveyance charges.
184
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