Construction of road work at Gulshanabad Dhok Waziran Nagrota UT sector

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 :

Hand pack stone filling in wire crates including cost of crate wire and stones all complete as per direction of emgineer-in-charge (Crate size 6.0×1.20×1.20 Mt.) Complete job.

Providing, Laying Watering and Compacting in layers not exceeding 200mm thick with 80-100 KN Road Roller, River Bed Material free of organic material mixed with coarse aggregate / Round nallah shingle maximum aggregate size 75mm including carriage from source of supply to site of work inclusive of all leads and lifts complete.

Providing and laying WBM grade 2 with specified Stone aggregates, 63MM to45MM of size, including Stone screenings, 13.20 nominal size and binding material complete, including sorting, spreading to template and consolidations, with power road, roller 8 to 10 capacity, etc.

Providing and laying WBM grade 3 with specified Stone aggregates, 53mm to45mm of size, including Stone screenings, 11.20 nominal size and binding material complete, including sorting, spreading to template and consolidations, with power road, roller 8 to 10 capacity, etc.

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: 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size)

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)

Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts,struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchors blocks, plain window sills, fillets etcupto floor V level, including curing but excluding the cost of centring, shuttering and finishing with. 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

Providing and laying damp-proof Course 50 mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete

Centering and shuttering including strutting, propping etc. and removal of form work for:

Foundations, footings, bases for columns.

Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.

Providing and laying non-pressure of specified class R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete. Non-pressure NP-3 class (Medium duty) R.C.C. pipes 900 mm dia. R.C.C. pipe

Stone filling hand packed including supply of stone front of D/Wall

Supply of labour Mason for laying R.C.C Hume pipe in position

Supply of labour for laying R.C.C Hume pipe in position

Carriage of material by Mechanical transport.

Sand for average lead of 10 Km.

Stone Agg. Below 40 mm for average lead of 10 Km.

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