Tender For Sub Surface Barrier Construction At Uche Ke Pura Wali Nadi - 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 Engin, karauli-Rajasthan

Tender For Sub Surface Barrier Construction At Uche Ke Pura Wali Nadi - 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.(a)Ordinary 2 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 all respect.Loose/soft soil 3 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 all respect. Hard/dense soil 4 Add extra over item No. 1 to 8 for disposal of excavated material above initial lift of 1.5m and for every additional lift of 1.5m or part there of including loading and un- loading wherever require. 5 I Lift 6 II Lift 7 III Lift (Cut of Trench) 8 IV Lift (Cut of Trench) 9 Refilling the excavated earth (excluding rock) in trenches, plinth side of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering including cost of water, loading and unloading wherever required with cost of dewatering wherever required. 10 Side shuttering including propping etc. complete (to achieve finish F 2 for : (a) Block joints of foundation stilling basins buckets, aprons etc. (non-suspended horizontallylaid mass concrete) 11 Earth work in rough (borrow area) excavation for embankments 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 Proctors density with initial lift of 1.5m (Excluding charges for compaction and watering) including loading and un-loading wherever required complete in all respect.initial lead up to 10 KM. 12 With lead beyond 250 m and up to 750 m (½ Km) 13 Add extra for each subsequent lead of 500m or part there of beyond ½ Kmand up to 5 km(8.75*9=78.75) 14 Add extra beyond 5km for each subsequent km. or part there-of.(8.50*10=85) 15 Labour charges including watering for puddle work to obtain minimum dry density as 90 % of M.D.D. 16 Supplying, laying & spreading of LDPE film of 250 micron on bed and sides including jointing etc. complete as per specifications including cost of LDPE film, overlapping, adhesive tape etc. with transportation charges upto work site complete.

INR 500 /-

INR 17094.0 /-

INR 8.55 Lakhs /-