Name of Work:- Construction of State Institute of Disaster Management (SIDM) at Gothapatana, Bhubaneswar.
Sl. No.
Item Description
1
Earth work in stoney earth and gravels mixed with stone and boulder not exceeding 0.014 cum iin volume within 50m initial lead and 1.5 m initial lift including rough dressing and breaking clods to miximum 5 cm to 7 cm and layer not exceeding 0.3 m in depth andas per direction of the Engineer-in-Charge.
2
Carriage / disposal of excavated surplus earth from the worksite by mechanical means within a lead of 5Km including loading and unloading etc. complete. in all respectas per direction of Engineer-in-Charge.
3
Supplying and filling in foundation trenches and plinth with sand well watered and rammed in layers not exceeding 23cm in depth with all lead and lift including cost conveyance, royalities of the material, cost of all labour, T&P etc. required for the work complete in all respect as directed by the Engineer-in-charge.
4
Providing and making Gabion structure with Mechanically Woven Double Twisted Hexagonal shaped wire mesh gabion box as per IS 1614:2012 MoRT&H clause 2500 of required size mesh type 10x12(D+100m with tolerancve of + 2% zink +PVC coated, mesh wire diameter 2.7 / 3.7mm, mechanically edged / selvedged with partitions at every 1m interval shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2/3.2 mm (ID/OD), supplied @ 3% by weight of gabion boxes, filed with boulders with least diamension of 200 mm, as per drawing all complete as per directed by the Engineer-in-Charge.
5
Providing and making Gabion structure with Mechanically Woven Double Twisted Hexagonal shaped wire mesh gabion box as per IS 1614:2012 MoRT&H clause 2500 of required size mesh type 10x12(D+100 mm with tolerancve of + 2% zink +PVC coated, mesh wire diameter 2.7 / 3.7mm, mechanically edged / selvedged with partitions at every 1m interval shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2/3.2 mm (ID/OD), supplied @ 3% by weight of gabion boxes, filed with boulders with least diamension of 200 mm, as per drawing all complete as per directed by the Engineer-in-Charge.
6
Providing and lying of polyster staple fiber niddle punched non waven geotextile as filter media behind gabion fascia unit and wrapped arround PVC pipe as per MoRT&H 702 Type-III geotextile. The width of geotextile roll shall not be less than5.0 Rmt including transportation, labour, lead and lift completed as per specification and as per direction of Engineer-in-Charge(Manufacturer / vonformity test certificate to be submitted along with supply of materials).
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