Excavation Desilting and Construction of VRB in Drainage system in Dahikheda Section of Sub Division Laban.

Cutting & clearance of jungle, bushes, shrubs Ankra/ Ipomoea, Juliflora typna etc.on canal and bunds in dry/ moist/ slushy conditions including disposal as per instructions of the Engineer-in-charge. Cost of wood has been deducted from rates and thus will be property of contractor after cutting. Thick

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. Hard/dence soil

Providing, laying and fixing in position RCC spun or hume pipe with collars (ISI 458-2003) 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. (diametre) 1000 mm (Excluding Labour Charges ) NP-3

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 (1cement :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; 20mm

Side shuttering including propping etc. complete (to achieve finish F2 for : Block joints of foundation stilling basins buckets, aprons etc. (non suspended horizontally laid mass concrete)

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; 20mm

Providing, laying and fixing in position RCC spun or hume pipe with collars (ISI 458-2003) 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. (diametre) 150 mm (Excluding Labour Charges ) NP-3

Re-handling of excavated material including loading unloading and dressing within initial lead of 50 m and lift of 1.5 m with cost of de-watering wherever required and all applicable taxes and levies etc. complete in all respect earth and soil