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Tender For Re-Construction Of Flood Damaged Brick Wall Fencing And Retaining Wall Of Chapahati Water Supply Scheme Under Permanent Restoration For Damaged Occurred During Flash Floods June,2022, East Khasi Hills-Meghalaya

Meghalaya Infrastructure Development Finance Corporation Ltd has published Tender For Re-Construction Of Flood Damaged Brick Wall Fencing And Retaining Wall Of Chapahati Water Supply Scheme Under Permanent Restoration For Damaged Occurred During Flash Floods June,2022. Submission Date for this Tender is 27-10-2022. Bricks Supply Tenders in East Khasi Hills Meghalaya. Bidders can get complete Tender details and download the document.




Tender Notice

34447675
Tender For Re-Construction Of Flood Damaged Brick Wall Fencing And Retaining Wall Of Chapahati Water Supply Scheme Under Permanent Restoration For Damaged Occurred During Flash Floods June,2022
Open Tender
Indian
Meghalaya
East Khasi Hills
27-10-2022

Tender Details

Re-Construction Of Flood Damaged Brick Wall Fencing And Retaining Wall Of Chapahati Water Supply Scheme Under Permanent Restoration For Damaged Occurred During Flash Floods June,2022

Key Value

Document Fees
INR 1000 /-
EMD
Refer document
Tender Value
INR 15 Lakhs /-

BOQ Items

Name of Work:Re-construction of flood damaged Brick wall fencing & retaining wall of Chapahati water supply schemeunder Permanent Restoration for damaged occurred during flash floods June,2022
Sl. No. Item Description
1Earth work in excavation to proper level and grade as per PHE specification.
2Providing and laying of CC work in proportion 1:3:6 as per PHE specification.
3Providing and laying of CC work in proportion 1:2:4 as per PHE specification.
4Supplying fitting fixing of T.S. rod as per PHE specification. 6mm Ø M/S coil and 12mm Ø T/S rod
5Providing Shuttering with dress plank not less than 25mm thick as per PHE specification.
6Providing 1st class brick work in reqd. thickness
7Below plinth:25cm thick
8Above plinth:12.5cm thick
9Providing regular stone masonry with hammered dressed or chiesel dressed stone of heavy sectionwith proper key stones in c.m. 1:6 including carriage of stones within 20 m filling in trenchesand providing weep holes at 1.20 to 1.50m apart
10Providing 12mm thick cement plaster in proportion 1:2 as per PHE specification.
11Extra for carriage of materials to the site
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