Construction of boundary wall North side of Tahasil office building Panposh at Kuarmunda for the year 2025-26

Excavation of foundation in ordinary soil within 50m. initial lead and 1.5m. extra lift over initial lift including rough dressing and breaking clods to maximum 5cm. to 7cm. and laying in layer

Filling foundation trenches and plinth with excavated earth including laying the earth in layers not exceeding 23.5cm (9) thick ramming and watering with all leads and lifts including cost of all labour, T&P etc. complete as directed by the Engineer-in-charge.

Supplying and filling in foundation trenches and plinth, ditches with sand well watered and rammed in layers not exceeding 23 cm. In depth with all lead and lift including cost, conveyance, loading, unloading, royalties and taxes of all materials, cost of all labour, sundries, T&P required for the work etc. complete in all respect as directed by the Engineer-in-Charge. Measurement will be taken on finished compacted section only).

Providing and laying P.C.C. (1:3:6) in foundation trench and below flooring using 40mm down graded chrusher broken HG Metal, including compaction, curing including cost of all materials and labour etc. complete as per direction of Engineer- In -Charge.

Fly ash brick masonry using fly ash bricks of size 23 cm. x 11 cm. x 8 cm. having crushing strength not less than 75 kg. Per Sqr. Cm. in cement mortar of mix (1:6) with cement after immersing the bricks for 6 (Six) hours in water before use in Foundation including splays cutting, circular moulding, corbelling, chamfering and similar such type of works, watering and curing etc. including cost, coveyance, loading and unloading, royalties and taxes of all materials and cost of all labour, scaffolding, sundries, T&P required for the works etc. complete in all respect as directed by the Engineer-in-charge.

Fly ash brick masonry using fly ash bricks of size 23 cm. x 11 cm. x 8 cm. having crushing strength not less than 75 kg. Per Sqr. Cm. in cement mortar of mix (1:6) with cement after immersing the bricks for 6 (Six) hours in water before use in superstructure including splays cutting, circular moulding, corbelling, chamfering and similar such type of works, watering and curing etc. including cost, coveyance, loading and unloading, royalties and taxes of all materials and cost of all labour, scaffolding, sundries, T&P required for the works etc. complete in all respect as directed by the Engineer-in-charge.

R.C.C. work of M20 using 20mm and down graded hard granite crusher broken chipes including laying, hosting, centring & shuttering with all cost,conveyance of material etc.complete.

Column footing

Column

Plinth beam