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Construction of High Security Jail in District - Rohtak (Gas Bank, Toilet block, Boundary wall and Estate Public Health Services etc.).
[20.31.7]Fixing and jointing gun metal peet valves (heavy pattern) with hand wheels, on G.I. pipelines laid in the ground or inside buildings, including cartage from divisional stores or nearest railway station to site of works. 7. 65 mm internal diametre [Through Rate]
Tender for ARC Work for Erection of HT/LT lines , T/C & maintenance of feeders for various scheme under Oon , Sachin-1 ,Sachin-2, and any other SDn if Required under jurisdiction of Sachin Division Under ALL Scheme.
ERECTION OF STEEL POLE OF 13 METERS FOR RAILWAY
Tender for ARC Work for Erection of HT/LT lines , T/C & maintenance of feeders for various scheme under Oon , Sachin Urban, Kansad Rural, and any other SDn if Required under jurisdiction of Sachin Division Under ALL Scheme.
ERECTION OF STEEL POLE OF 13 METERS FOR RAILWAY CROSSING
Tender for ARC Work for Erection of HT/LT lines , T/C & maintenance of feeders for various scheme under CFC and any other SDn if Required under jurisdiction of Sachin Division Under ALL Scheme.
ERECTION OF STEEL POLE OF 13 METERS FOR RAILWAY
Tender for ARC Work for Erection of HT/LT lines , T/C & maintenance of feeders for various scheme under Kharvasa and any other SDn if Required under jurisdiction of Sachin Division Under ALL Scheme.
ERECTION OF STEEL POLE OF 13 METERS FOR RAILWAY
Construction of RCC Bridge- 1/1, Tangabari to Mwkwnaguri road over River Kunibhur.
Load testing of one or more spans of bridge as selected by the Engineer as per approved load test procedure following relevant IS/IRC / Railway codes with contractor's labour, deflection measuring instruments, loading materials, recording and analysing the load testing results including all leads and lifts etc. complete as required. The rates are all inclusive and will be paid after load test is finished and girder is cleared of the kentledges/ loading materials etc. The load shall be 1.25 times the stipulated design load based on Design load & not span ( Extra for every increase of 100.00mt. or part there for in the span load capacity up to 800.00 mt.)