Excavation Desilting and Gravel Road in Drainage system in Arnetha Section Ist of Sub Division Kapren.

Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50m and lift up to 1.5m including dressing of excavated area and dewatering wherever required complete in hard/dense soil

Providing & laying in position of Cement concrete nominal mix (1:3:6)M-10 including all leads of all construction materials including curing,compaction and finishing with rendering cement sand mortar 1:3 and making good the joints excluding the cost of centering.shuttering and reinforcement . well graded crusher broken stone aggregate of maximum size upto 20 mm.

Side shuttering including propping etc. complete(to achieve finish F2 For : retaining wall ,counterfort, abutment,wing wall up stream or down stream slop facing of dams and open faces of construction joint etc.

Providing and Laying in position of Cement concrete Nominal mix (1:1.5:3) 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 upto 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. 150mm Dia

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. 600mm Dia

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. 1000mm Dia

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

Rehandling of excaveted material including loading unloading and dressing within initial lead of 50m and lift of 1.50m with cost of dewatering wherever required and all applicable taxes and levies etc. complete in all respect earth and soil.