Nizamuddin link road Kharpora BT surface damaged due to heavy surface runoff (by way of construction of PCC drain)

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 of hand packed stone soling including all carriage complete job.

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: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 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. 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 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: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

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

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. 40mm thick with 20 mm nominal size stone aggregate.

P/L of RCC spun pipes incl. excavation laying in position providing adequate coushion and gradient incl. all carriage (complete job) at req. spots 610 mm dia

Back filling with nallah muck in trenches, plinth, behind abutments, retaining walls and foundationd etc. in layers not exceeding 20 cm in depth, incl, watering, ramming/compaction to required density, lead up to 50 m and lift up to 1.5 m complete as directed by the Engineer in charge incl. all carriages complete

Carriage of material by mechanical transport including loading unloading and stacking. Sand, stone aggregates below 20 mm nominal size for 35 Km avg. lead

Carriage of material by mechanical transport including loading unloading and stacking. stone aggregates below 40 mm nominal size for 35 Km avg. lead

Carriage of material by mechanical transport including loading unloading and stacking. Cement for 10 Km avg. lead