CONSTRUCTION OF TILE PATH FROM BACKSIDE OF JAMIA MASJID AZADPORA H/O AB HAMID KHAN, AJAZ AHMED KHAN AND OTHERS W NO 4 UNDER(CDF) YEAR 2025 26 P/H AHTISHAMPORA.BLOCK NOORKHA

Earth work in rough excavation, banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead upto 50 m and lift upto 1.5 m in all kinds of soil:

Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed: All kinds of soil

Providing/Laying Stone soling hand packed on level in foundation trenches incl all carraiges of material.

Providing and laying in position plain cement concrete 1:3:6 mix ratio M 10 using 20 mm nominal size agg excluding cost of shuttering i/c curing( all works upto lintel level).

12mm Cement plaster of mix:1 : 6 ( 1 cement : 6 fine sand)

Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns.

Carriage of Sand/Bajri for an average lead of 25 Km.

Carriage of Earth for an average lead of 20 Km.

Carriage of cement for an average lead of 05 Km.

Add for provision of sign board and three stage photographs (Pre, post and during execution)