Seri Morh to Ali Pura By way of semi pacca R wall and semi pacca B wall in km 2nd RD 100 500 permanent Restoration under UT Capex

Earth work in excavation by mechanical means (hydraulic excavator) 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, within a lead of 50 metres:

All kinds of soil : (70%)

Ordinary Rock (20%)

Ordinary Rock (10%)

(Slip Clearance)

In ordinary soils disposal lead upto 50 m and lift upto 1.5 m.

In ordinary soils disposal lead upto 50 m and lift upto 1.5 m.

In soils; mixed with Decomposed Rocks; by blasting or any other means

In hard rocks; by blasting

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size)

Random Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with: Cement mortar 1:6 (1 Cement : 6 coarse sand) Nallah

Dry random rubble masonry with hard stone in foundation and plinth: Without bond stone Nallah

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

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

Foundations, footings, bases for columns

Retaining walls, return walls, walls (any thickness) including attached pilasters buttresses, plinth and string course fillets, kerbs andsteps etc.

Hand packed filling behind wall 50% stone inculding cost of stone and 50% earth filling

Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete.50 mm thick with 20mm nominal size stone aggregate.

Carriage of material by Mechanical Transport

Carriage of Stone an avg. lead of 04 km by MT

Carriage of Sand an avg. lead of 25 km by MT

Carriage of Bajiri an avg. lead of 25 km by MT

Carriage of stone agg. (above 40mm) an avg. lead of 25 km

Carriage of excavated earth an avg. lead of 01 km

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