Name of Work:- Excavation Desilting & Construction of VRB in Drainage system in Dahikheda Section of Sub Division Laban.
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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
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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
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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
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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
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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)
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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
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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
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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 Please Enable Macros to View BoQ information
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