Forest Department Tender

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Forest Department Tender

Goods
Eprocure
Opening Date10 Aug 2024
Closing DateCancelled
Tender AmountRefer Documents 
Notes
Download

Costs

  • EMD

    ₹ 1,00,000
  • Document Cost

    ₹ 500
  • Tender Fee

    ₹ 1,180

Description

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PRE STRESSED RCC FENCING POLES Type - Straight Length - 2.00 Meter, Dimensions - 10x10 cm square, Cement Concrete Mix -Concrete mix shall be conforming to grade M-15 of IS:456:2000. Reinforcement - There Shall be 4 Nos. of Vertical reinforcement of high tesile steel wire of 4mm dia. Holes & Hooks - 6 nos., bottom hole should be provided 50 cm above the bottom of the poles, The central distance betbeen the top and bottom holes shall be equally divided for remaining holes. J Hook shall be of 6mm dia MS Bar wth proper threads at one end and nut and washer for tightening purpose. These J bolts shall be pass through the holes of poles. Manufacturing - In order to ensure desired compressive strength, RCC fencing poles should be compacted with the help of platform vibrators, Surface should be uniform and free from voids. The concrete cover over the reinforcement should not be less than 1.5 cm. Standard - Conforming to IS 4996:1984 with up to date amendments.

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PRE STRESSED RCC FENCING POLES Type - Straight Length - 2.40 Meter, Dimensions - 10x10 cm square Cement Concrete Mix -Concrete mix shall be conforming to grade M-15 of IS:456:2000. Reinforcement - There Shall be 4 Nos. of Vertical reinforcement of high tesile steel wire of 4mm dia. Holes & Hooks - 7 nos., bottom hole should be provided 50 cm above the bottom of the poles, The central distance betbeen the top and bottom holes shall be equally divided for remaining holes. J Hook shall be of 6mm dia MS Bar wth proper threads at one end and nut and washer for tightening purpose. These J bolts shall be pass through the holes of poles. Manufacturing - In order to ensure desired compressive strength, RCC fencing poles should be compacted with the help of platform vibrators, Surface should be uniform and free from voids. The concrete cover over the reinforcement should not be less than 1.5 cm. Standard - Conforming to IS 4996:1984 with up to date amendments.

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