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 Dismantling And Reconstruction Of Rcc Culvert At Sangili Street In Ward 20 In Udumalpet Municipality in Tiruppur, Tamil Nadu, with an estimated contract value of Rs. 1,50,000. The bid opening date for this tender is 29-03-2025 and the last date for bid submission is 02-05-2025. Interested bidders for Municipal Administration And Water Supply Department tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
Municipal Administration And Water Supply Department - MAWS Tender
Opening Date29 Mar 2025
Closing Date2 May 2025
Tender Amount₹ 1,50,000
Costs
EMD
₹ 1,500Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Dismantling And Reconstruction Of Rcc Culvert At Sangili Street In Ward 20 In Udumalpet Municipality
Description
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Contact
Tender Id
2025_MAWS_536950_1Tender No
1736/2024/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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Dismantling old damaged Brick work/ stone masonry walls in cement mortar under 3m height and Clearing away and carefully stacking materials useful for re-use for any thickness of walls etc., complete as per std specification
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Plain Cement Concrete 1:4:8 (one cement four Parts of crushed stone M-sand and eight coarse aggregates) using 40mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges and all incidential charges such as water providing etc., complete as per standard specification (The crushed stone sand to be used on cocrete work shell conform to gradation as per IS :383-1970 )
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Slab
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Providing granolithic floor finish of the following thickness with plain cement concrete 1:2:4 (One Cement, Two m.sand and Four aggregate) using 10 to 12mm gauge hard broken stone jelly including laying, finishing and the top rubbed smooth with power trawl, thread lining, curing etc. complete complying with standard specification and as directed by the departmental officers. (The rate is inclusive of necessary planking for panelling wherever necessary and as directed by the departmental officers) 25mm thick
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Earth work excavation for desilting the existing rivers / canals / channels/odai/ nullas / drains/flood bowls/ tanks/ reservoirs etc., consisting of very loose soil, silt, oily silt, slushy, marshy, loany, organic soil, sea shell and flat mica particles with zero present air void in unhygienic & insanitary conditions in under water and not under water deploying earth moving machinery with suitable floats buoys barge/ hydraulic excavator & other mechanical devices including the cost of hire charges for machinery, with cost of skilled operators with helper & cleaners for the entire operations to reach the banks in which the removed silt & sludge has to be dumped over either one of the rivers / canals / channels/odai/ nullas / drains/floods bowls / tanks / reservoirs etc, bank whichever is convenient as per the prevailing site conditions for easy conveyance and including jungle clearance etc.. complete (Rate excluding conveyance to dumping yard or low lying area)
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Providing Wearing coat finish finish of 50mm thickness with plain cement concrete 1:2:4 (One Cement, Two crushed sand (M-Sand) and Four aggregate) using 6 mm to 10 mm gauge hard broken stone jelly including laying, finishing and the top rubbed smooth with power trawl, thread lining, curing etc. complete complying with standard specification and as directed by the departmental officers. (The rate is inclusive of necessary planking for panelling wherever necessary and as directed by the departmental officers)
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Removal of excess earth 3km away from site including loading and inloading charges and all labour charges as instructed by the Departmental Offices etc,complete as per standard specifications .
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Earth work excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel,stoney earth and earth mixed with small size boulders SS.20B and Sand, silt or other loose soil, wet sand,or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth as may be directed except in hardrock requiring blasting inclusive of shoring shuttering and baling out water and cleaning and levelling the site etc.,complete 10 cum For Drain - Upto 1.25m Width - First Depth Upto 2m
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Providing and laying in position Standardised Concrete Mix M-20 Grade in accordance with IS 456 - 2000 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement contenet of 325Kg/ cum and maximum water cement ratio of 0.45 including admixture (Plasticiser / super plasticiser) in recommended proportions as per IS 9103 to accelerate, related setting of concrete, improve workability without imparing strength and durability with about (5.0cum), 7730Kg of 20mm machine crushed stone jelly and with about (3.3 cum), 5156kg of 10 - 12mm machine crushed stone jelly and with about (4.79cum) 7670 kg of sand, but excluding cost of reinforcement grill and fabricating charges centering and shuttering but including laying, vibrating with mechanical vibrators, finishing, curing, etc., complete complying with standard specification and as directed by the departmental officers
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GST 18%
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Side Wall
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Plain Cement Concrete 1:2:4 (one cement, two m.sand and four hard broken stone jelly) using 20mm jelly for wearing coat including laying, compacting, finishing and curing, etc., complete as per standard specificatins and as directed by the departmental officers.
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