Municipal Administration And Water Supply Department Tender
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Municipal Administration And Water Supply Department - MAWS Tender
Civil And Construction
Drainage Work
Eprocure
Opening Date24 Dec 2024
Closing Date6 Jan 2025
Tender Amount₹ 67,92,000
Costs
EMD
₹ 67,920Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_MAWS_513550_1Tender No
1188/2024/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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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 and directed - 10 m 2 (P & D)Data 38
2074
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Suppling and fabricating and placing in position MS (or) R.T.S. bar for reinforcement to all RCC works as per the design given including cost of steel and binding wire also in all floors.
12500
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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 0.55 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 Crushed Stone Sand (M- Sand), but excluding cost of reinforcement grill and fabricating charges centering and shuttering but including laying, vibrating with mechanical vibrators, finishing, curing, etc and providing fixtures like fan clamps in the RCC floor / roof slabs wherever necessary without claiming extra cost etc., complete complying with standard specification and as directed by the departmental officers -
234
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Construction of cast-in-situ silt Catch pit of inner size 450*450*450 mm including necessary earth work excavation including providing foundation in PCC 1:5:10 under wall 150mm thick and cutting the existing storm water drain of size 300x150mm for fixing 2 nos of 160mm dia PVC pipe on the storm water drain mouth with RCC cast in situ wall of size 120mm in RCC 1:1:5:3 with steel of 9.25 kg including fixing FRP Granting cover with frame of size 550x550mm (clear opening 450x450mm) 10MT - completing the finishing work etc.,
52
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