Tender For Renovation Of Bithu Talab Renovation Of Bithu Talab, Tehsil Rohat, District Pali - 1 Cutting & Clearance Of Jungle, Bushes, Shrubs, Ankra / Ipomoea, Julieflora Typna Etc. On Canal And Bunds In Dry /Moist /Slushy Conditions Including Disposal , pali-Rajasthan

Tender For Renovation Of Bithu Talab Renovation Of Bithu Talab, Tehsil Rohat, District Pali - 1 Cutting & clearance of jungle, bushes, shrubs, Ankra / Ipomoea, Julieflora 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. (a) Ordinary 2 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 StandardProctors density with initiallift up of 1.5 m (Excluding charges for compaction and watering) including loading and un-loading wherever required complete in all respect.(b)with initial lead of 250 m 3 Compaction of earth or highly weathered strata By mechanical equipment such as sheep foot roller / pneumatic tyred roller/vibro compactor/vibro sheep foot compactor required as per site condition to obtain dry density of at least 98 % of Standard Proctors density 4 Watering of earth including cost of carriage of water when source of water is(a)upto 1 km lead 5 Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50 m. and lift up to 1.5 mincluding dressing of excavated area and dewatering wherever required complete in all respect (b) Hard/ Dense soil 6 Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50 m. and lift up to 1.5 mincluding dressing of excavated area and dewatering wherever required complete in all respect (c) Hardsoil mixed Kankar/ boulders,Moorum 7 Providing and Laying in position of Cement concrete Nominal mix (1:4:8) 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 40 mm 8 Random rubble stone masonry(using R.R stones where 75% stones to be not less than 15 cm in size in any direction and weighing nt less than 23 kg.) for foundation including curing with all leads of all construction materials including curing etc. complete.(c) In cement sand mortar 1:6 9 Random rubble stone masonry(using R.R stones where 75% stones to be not less than 15 cm in size in any direction and weighing nt less than 23 kg.) for superstructure including curing with all leads of all construction materials including curing etc. complete.(c) In cement sand mortar 1:6 10 Providing and Laying in position of Cement concrete Nominal mix (1:2:4) 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 (d)20 mm 11 Supplying and laying quarry spalls properly graded but not more than 10 cm in size with spreading in required profile including all lead & lifts 12 Dry boulder filling in required profile with filling of voids etc. complete including all lead & lifts,and well finished surface 13 R.R. stone pitching , hammer dressed with packing of voids from small stones including all lead & lifts, in required profile of (c) 23 cm thickness (:+-5% thickness tolerance) 14 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 joits (NP-3 300 mm) including labour charges 15 Plaster in cement sand mortar (1:4) including racking of joints, smooth finishing and curing etc. complete including all leads of all construction materials, of thickness 20 mm

INR 1000 /-

INR 40486.0 /-

INR 20.24 Lakhs /-