Permanent Restoration of Kawna Wagalwass Sarachi Road (by way of Construction of R/Wall and B/Wall in Km 1st RD 600-700) under UT Capex Road Sector of Capex Budget 2025-26.

In soils; mixed with moorum/Kankar/shingle/boulders; disposal lead upto 50 m and lift upto 1.5 m.

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

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 20 mm nominal size) with 20% Boulders

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 20 mm nominal size)

Dry Random Rubble Masonary with hard Stone in foundation and plinth, using Nallah Stone without bond stone.

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

Centering and shuttering including strutting, propping etc. and removal of form work for: Retaining walls, return walls, walls (any thickness) including attached pilasters buttresses, plinth and string course fillets, kerbs andsteps etc

Disposal of Excavated Slip avg lead of 500 Mtr by Head Load

Carriage of Material by Mechnical Transport and Manual Labour including Loading, including stacking 1. Sand for an avg lead of 65 Km and 500 Mtr by Head Load

2. Aggregate <40 mm for an avg lead of 65 Km by MT and 500 Mtr by Head Load

3. Stone for an avg lead of 08 Km by MT & 500 Mtr by Head Load

Please Enable Macros to View BoQ information