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 Date19 May 2025
Closing Soon23 May 2025
Tender Amount₹ 2,10,00,000
AI Insights
Technical
Technical
Additional Eligibility
Bid Capacity
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The formula for bid capacity is (A*N*1.5) – B.
Technical Capacity
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The required prior work experience for the bidder includes having constructed and commissioned a sewerage treatment plant up to one secondary stage or any water or wastewater treatment plant of capacity not less than 0.015 MLD. Additionally, the bidder should have supplied, erected, and commissioned at least one pump set of minimum 3 HP capacity during the last 5 years. The bidder should also have experience in works of similar nature and magnitude within a period of 5 years. The bidder is required to provide details of their experience, including the value of civil engineering work done in the past 5 years, average annual construction turnover, and commitment of works on hand. The bidder's experience in similar works will be considered, and the bidder is required to provide details of their experience in similar works. The bidder should have satisfactorily completed at least one work in a single contract in the last five years, with a value of at least 25% of the Value put to tender. The required prior work experience for the bidder also includes:
1. Average Annual Turnover for the last five financial years: 50% of the Value put to tender.
2. Net worth: 10% of the Value put to tender.
3. Minimum cash flow required: 10% of the Value put to tender.
4. Minimum aggregate experience of pipe laying work during the last 5 years: 300 m.
5. Minimum experience of constructing and commissioning a sewerage treatment plant: at least one secondary stage/industrial waste water treatment plant of capacity not less than 0.015 MLD.
6. Minimum capacity of pump set: should have supplied, erected, and commissioned at least one pump set during the last 5 years, with a capacity of at least 3 HP. The value of sub-contracted work under any such sub-contract shall not exceed 15% of the contract value and total sub-contracted work shall not exceed 60% of the contract value. The contractor shall notify the Executive Engineer concerned in writing for objections, if any, about the sub-contractor that he proposes to appoint if the value of a sub-contract work exceeds 10% of the contract value.
Costs
EMD
₹ 2,10,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2025_MAWS_559705_1Tender No
1179/2007/E1Tender 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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Third depth
24
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Removal of excess excavated earth from the site and dumping away from the location.
462
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Refilling with excavated earth other than sand with an initial head load of 100 mts. and depositing the earth as shown by the departmental officers in layers well rammed, watered and consolidated etc. complete complying with standard specification
143
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Supplying and filling in foundation and basement with filling M sand in layers of not more than 15cm.thick well rammed watered and compacted etc., complete complying with standard specification.
28
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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.
2
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Cement Concrete 1:4:8 (One Cement, Four sand and eight hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick, well rammed, consolidated and curing etc. complete complying with standard specification and as directed by engineer in charge
129.41
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Supplying and erecting centering for sides and soffits including necessary supports and strutting upto 3.29 M height for plane surfaces as detailed below in all floors with all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened with welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at abote 90 cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm centre to centre etc. complete complying with the standard specificaiton. (Payment for centering shall be given after the concrete is laid)
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