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2,031 results • Best match
Augmentation work of 220/132KV 200MVA power transformer at 220KV GSS SAKATPURA
Placing of earth electrods of 40mm dia M.S Rod of length 7.50 meters (approx) to a depth of 8.00 meters from the top level of foundations, including drilling of 200 mm dia earth pit having a throughout bore of 200 mm dia to a depth of 8.00 meters from the top level of the foundations in all types of rocks by DTH system and overburden, including back filling of pit with Bentonitc slurry (with cost of Bentonite slurry ), including its preparation, transportation of M.S Rod and Bentonite from site store to location, cutting of M.S Rod Rod to desired length welding of earth electrode to earth mesh of M.S Rod as per drawing, application of bitumen compound and covering with bitumen impregnated tape on all welded joints (M.S Rod of above sizes & M.S Flat as required shall be made available by RVPN ) (a) In case electricity is made available by RVPN without charges
Construction of 132KV GSS, RVPN Subhash Nagar
Placing of earth electrode of 25/28mm dia. M. S. Rod of length 7.50 meters (approx.) to a depth of 8.00 meters from the top level of foundations, including drilling of 200 mm dia. earth pit having a throughout bore of 200 mm dia to a depth of 8.00 metres from the top level of the foundations, in all types of rocks by DTH system and overburden, including back filling of pit with Bentonite slurry (with cost of Bentonite slurry), including its preparation, transportation of M. S. Rod and Bentonite from site store to location, cutting of M. S. Rod to desired length, welding of earth electrode to earth mesh of M. S. Rod as per drawing, application of bitumen compound and covering with bitumen impregnated tape on all welded joints (M. S. Rod of above sizes & M. S. Flat as required shall be made available by RVPN). (a) In case Diesel Generator is arranged bythe Contractor at his own cost
Augmentation work of 220/132KV 200MVA power transformer at 220KV GSS MODAK
Placing of earth electrods of 40mm dia M.S Rod of length 7.50 meters (approx) to a depth of 8.00 meters from the top level of foundations, including drilling of 200 mm dia earth pit having a throughout bore of 200 mm dia to a depth of 8.00 meters from the top level of the foundations in all types of rocks by DTH system and overburden, including back filling of pit with Bentonitc slurry (with cost of Bentonite slurry ), including its preparation, transportation of M.S Rod and Bentonite from site store to location, cutting of M.S Rod Rod to desired length welding of earth electrode to earth mesh of M.S Rod as per drawing, application of bitumen compound and covering with bitumen impregnated tape on all welded joints (M.S Rod of above sizes & M.S Flat as required shall be made available by RVPN ) (a) In case electricity is made available by RVPN without charges
Nit 56 ARC for the work of construction and commissioning of 200 MM dia. Tube wells with Providing installation and commissioning of Three Phase/ Single Phase Power pump set along with related civil and electrical works etc. Under Division Kekri
Construction of Tube Well from ground level and up to 100 mtr. depth to accommodate housing and assembly pipe in all type of alluvium strata, unconsolidated formation such as pebbles, boulders etc. by percussion/ rotary drilling method as per IS:2800 Part 1: 1991 and IS:2800 Part II: 1979 (both amended up to date) and technical specifications for removal of overburden. The work includes the cost of lowering of casing pipe, but excludes the cost of casing pipe.
Work of construction of 200 mm dia tubewells in all strata supply and installation of submersible pump sets and other allied works in sub div Laxmangarh nit no. 05/26-27
2.2 Construction of Tube Well from ground level and up to 100 mtr. depth to accommodate housing and assembly pipe in all type of alluvium strata, unconsolidated formation such as pebbles, boulders etc. by percussion/ rotary drilling method as per IS:2800 Part 1: 1991 and IS:2800 Part II: 1979 (both amended up to date) and technical specifications for removal of overburden. The work includes the cost of lowering of casing pipe, but excludes the cost of casing pipe.
Work of construction of 200 mm dia tubewells in all strata supply and installation of submersible pump sets and other allied works in sub div kathumar nit no. 04/26-27
2.2 Construction of Tube Well from ground level and up to 100 mtr. depth to accommodate housing and assembly pipe in all type of alluvium strata, unconsolidated formation such as pebbles, boulders etc. by percussion/ rotary drilling method as per IS:2800 Part 1: 1991 and IS:2800 Part II: 1979 (both amended up to date) and technical specifications for removal of overburden. The work includes the cost of lowering of casing pipe, but excludes the cost of casing pipe.