Municipal Administration And Water Supply Department Tender

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The MAWS has issued a formal invitation for competitive bids for the Municipal Administration And Water Supply Department project, for Reconstruction Of Storm Water Drain And Cross Culvert At Suppurayan Cross Street (086059s0963), Kallar Street In Ward No59 in Tiruchirappalli, Tamil Nadu. The bid opening date for this tender is 21-03-2025 and the last date for bid submission is 10-06-2025. Interested bidders for Municipal Administration And Water Supply Department tender can download the important documents here to check the tender amount, scope of work, eligibility criteria and technical requirements.

Municipal Administration And Water Supply Department - MAWS Tender

Works
Civil And Construction
Drainage Work
Eprocure
Opening Date21 Mar 2025
Closing Soon10 Jun 2025
Tender AmountRefer Documents 
Notes
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Costs

Description

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BOQ Items

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Conveyance of excavated earth and dismantled materials to a lead of 2km including loading unloading charges and filling up in the low lying area as directed by the departmental officers etc., complete

84

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Dismantlilng the existing damaged brick masonary wall including clearing away from site etc., complete

55

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Reinforced Cement concrete 1:1.5:3 mix (one cement one and Half M.Sand & Three 20mm metal) using 20mm gauge hand broken/ and broken granite stone for all RCC items of works excluding centering shuttering and cost of reinforcement but including curing etc.,complete

167

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Dismantlilng the existing damaged RCC Slabs including clearing away from site etc., complete

9

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Supply cutting Bending tying and fixing in position of MS (or) RTS grills for RCC work Including cost of steel and binding wire etc., complete

164

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Supply of SFRC Manhole cover of size 600x600 mm including cost of Transport charges etc.,complete

25

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Providing steel centering and shuttering without strutting arrangements for sides and soffits etc., complete (without strutting Drain)

876

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Open Excavation

125

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Plain cement concrete 1:5:10 (One cement, five M.sand and ten aggregates) mix using 40mm gauge hard brocken granite stone jelly for foundation and flooring including dewatering if found necessary and laid in layers of not more then 10cm thick well rammed etc., complete

31

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