Tender For 03 Mpt, 01 Pond Construction ,04 Recharge Shaft , 13 Ecd Total Works-21 Bansur Mjsa 2.0 Kotputli Behror - Construction Of Mini Percolation Tank(2),Percolation Tank(1),Talai Nirman(1),Recharge Shaft(4),Ecd(13) In Mjsa 2.0 Phase-I Bansur Sl. No. , bansur-Rajasthan

Tender For 03 Mpt, 01 pond construction ,04 Recharge Shaft , 13 Ecd Total Works-21 Bansur Mjsa 2.0 Kotputli Behror - Construction of Mini Percolation Tank(2),Percolation Tank(1),Talai Nirman(1),Recharge shaft(4),ECD(13) in MJSA 2.0 Phase-I BansurSl. No. Item Description1 Jungle Clearance2 Dag belling work up to 5-7.5 cm depth3 Benching base and depositing the excavated material including dressing etc. complete within initial lead up to 50m and lift up to 1.5m4 Excavation work by JCB machine/tractor with scraper, Breaking of clods, Sorting of grass & pebbles and maintaining section/profile of bund (in cut area) including lifting and lowering of the bund within initial lead 250m and lift up to 3m. Draft based on chapter 5th of irrigation page number 32 to 34 (Valid from date 01/02/2017) Unit 1 cubic meter.5 Compaction of earth byor plain rollerExcluding water6 Watering of earth including cost of carriage of water when source of water lead upto 3 km7 Excavation in dry or moist and disposal of excavated material within initial lead of 30m and lift of 1.5m including dressing etc. completed8 R. R. stone pitching, hammer dressed with packing of voids from small stones including all lead & lifts, in required profile of 23 cm9 Up rooting of vetiver/ moonja clumps from natural source10 Pruning & seprating of slips moomja11 Planting & dressing12 Display Board with painting13 Site clearance14 Construction of tubewell up to 100m depth and above to accommodate housing and assembly pipe in all types of alluvium strata by rotay drilling method with code of practice for construction and testing of tubewells (IS:2800 (Part-II) : 1991 and IS:2800 (PartII) :1979 both amended up to date) with supply of bail plug if necessary.The work will not include cost of housing pipe and strainer. Pipe assembly cost, gravel and development work would be 250 mm nominal bore.15 washed in filter Pouring and supplying Vlast and Gravel to desired profile with complete lifting.16 Supply of strainer pipes made of ERW M.S. black pipe ISI mark of following sizes at the site of work including required size of slotting as per IS:8110-1985. 250mm Nominal Bore17 P&F rigid PVC Pipe 63 mm(IS:4985 mark) class II/ (4 Kg. /Cm2 .) approved quality /make including joining the pipe with solvent cement rubber ring and lubricant.18 Excavation in dry or moist and disposal of excavated material within initial lead of 30m and lift of 1.5m including dressing etc. completed19 Cement concrete well mixed with cement mortar (1:4:8) laid in position complete excluding curing with aggregate size 40mm.20 Brick masonry up to plinth with first class bricks including all leads of all construction materials including curing etc. complete In cement sand mortar 1:621 Plaster in cement sand mortar 1:6 including racking of joints, smooth finishing & curing etc. complete including all leads of all construction materials , of thickness: 20mm22 Pouring and supplying washed ballast and gravel in the desired profile in the filter along with the entire lifting. River gravel 20 to 40 mm size23 Pouring and supplying washed ballast and gravel in the desired profile in the filter along with the entire lifting. River gravel upto 20 mm size24 Pouring and supplying washed ballast and gravel in the desired profile in the filter along with the entire lifting. Coarse Sand25 Laying of roof with top quality stone slabs, filling joints at top and bottom with cement mortar in 1:4 ratio along with stone arches 1.5 m to 2.4 m span26 Display Board painting

INR 500 /-

INR 52000.0 /-

INR 26 Lakhs /-