Excavation Desilting and Construction of VRB Gravel Road in Drainage system in Ishwer Nagar Section of Sub Division Kapren.

Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50 m and lift up to 1.5 m including dressing of excavated area and dewatering wherever required complete in all respect (b) Hard / dense soil.

Supplying Laying &consolidation of quarry rubbish / Murram / Murda to required grade & camber in layers not exeeding 15 cm. thickness (loose)by road roller as per specifications including dressing etc.

Providing and Laying in position of Cement concrete nominal mix (1:3:6) including leads of all construction materials, curing, compaction and finishing with rendering in cement sand mortar 1:3 (1 cement : 3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement well graded crusher broken stone aggregate of maximum size up to 20 mm

R. R. stone masonry (Using RR stone where 75 % stones to be not less than 15 cm in size in any direction and weighing not less than 23 Kg.) for foundation including curing with all leads of all construction materials including curing etc. complete.In cement sand mortar ( 1:5).

Random rubble stone masonry (using R.R. stone where 75% stones to be not less than 15 cm in size in any direction and weighting not less than 23 kg) for Superstructure including all leads of all construction materials including cuaring etc. complete in 1:5 cement mortar.

Providing and laying Cement concrete coping in (1:2:4) with maximum size of crusher broken aggregate up to 20 mm, including shuttering etc. with all leads of material complete in all respect in thickness of 75 mm

Plaster in cement sand mortar (1:3) including racking of joints smooth finishing and curing etc. including all leads of all construction materials complete of thickness 20 mm

Providing laying & fixing in position RCC spun or hume pipe (IS 458-2003) with collars in required size packed in gasket for hume or spun yarn & neatly finished with rich grout of cement mortar (1:3) perfectly air tight including testing of joints class NP-3.150 mm Dia.

Earth work in rough (borrow area) excavation for embankment in hard soil, Morrum or highly weathered strata dry or moist, including laying in 20 cm layers (before compaction) and breaking of clods, sorting of grass, pebbles etc. and dressing when compacted by vibro compactor, vibro sheep foot roller, sheep foot roller/pneumatic tyred roller to obtain dry density of at least 98% of Standard Proctor's density with initial lift of 1.5m (excluding charges for compaction and watering) including loading and un-loading wherever required complete in all respect.with initial lead of 250m