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58,546 results • Best match
SH CO 2 Nos RCC Reservoir 350000 litres capacity1 No main field chamber 6 Nos RCC chek dam wire crate providing laying jointing of MSERW pipe line laying and jointing of GMS pipe line of various dia for village Kafradi Hindga Gawalio chouras
Providing, laying, testing & commissioning at site in trenches bevelled ended MSERW pipes of grade-A conforming to IS/ ISO 3183-2017 latest with upto date amendements having wall thickness and per Rmt weight as mentioned below & capable of withstanding required test pressure as prescribed in BIS code, in random lengths of 5.5 to 6.5 mtr. The pipes ends shall be bevelled suitable for butt welding including the cost of jointing with butt welding conforming to IS 816-1969 or latest as applicable ends with upto date amendments (leak proof) in three layers at site of work with welding rods of standard make and all allied accessories whatever required for welding at site, tail pieces, tees, bends and other specials manufactured from parent pipes as applicable to the particular reach & of approved specification as per site conditions and cutting of pipes wherever required as per site requirement including carriage in all leads and lifts and as directed by Engineer-in-charge. The pipe shall haves zinc coating inside & out side conforming to IS-4736-1986 or latest with upto date amendments & shall be ingraved with GRADE- A The laying shall conform to BIS 5822-1970 or latest with upto date amendments to the entire satisfaction of Engineer-in-charge (Earth work shall be measured and paid for separately).
SH CO 2 Nos RCC Reservoir 350000 litres capacity 1 No main field chamber 6 Nos RCC chek dam wire crate providing laying jointing of MSERW pipe line laying and jointing of GMS pipe line of various dia for village Naichana Butiyan Chun
Providing, laying, testing & commissioning at site in trenches bevelled ended MSERW pipes of grade-A conforming to IS/ ISO 3183-2017 latest with upto date amendements having wall thickness and per Rmt weight as mentioned below & capable of withstanding required test pressure as prescribed in BIS code, in random lengths of 5.5 to 6.5 mtr. The pipes ends shall be bevelled suitable for butt welding including the cost of jointing with butt welding conforming to IS 816-1969 or latest as applicable ends with upto date amendments (leak proof) in three layers at site of work with welding rods of standard make and all allied accessories whatever required for welding at site, tail pieces, tees, bends and other specials manufactured from parent pipes as applicable to the particular reach & of approved specification as per site conditions and cutting of pipes wherever required as per site requirement including carriage in all leads and lifts and as directed by Engineer-in-charge. The pipe shall haves zinc coating inside & out side conforming to IS-4736-1986 or latest with upto date amendments & shall be ingraved with GRADE- A The laying shall conform to BIS 5822-1970 or latest with upto date amendments to the entire satisfaction of Engineer-in-charge (Earth work shall be measured and paid for separately).
Providing , Lowering Laying and Jointing Water Pipe Line at Pr.Kr.24 Konark Nagar Saishraddha apartment to dheeraj badde house
Providing , Lowering Laying & Jointing Water Pipe Line at Pr.Kr.24 Konark Nagar Saishraddha apartment to dheeraj badde house
Supply and Erection of HDPE tank with Extension of Pipeline for water supply arrangements at Ward No 17 Vivekanadhar Street in Karumandichellipalayam Town Panchayat
Lowering PVC rigid/ HDPE pipes and specials to trench and laying to proper grade and alignment jointing with PVC couplers with cement paste and testing to the required pressure including conveyance of water for filling during testing etc.,Complete 63mm 6Ksc PVC Pipe
LAYING OF 150 MM DIA. D.I. PIPE FOR UFW SUPPLY MAIN AT GANGA NARAYAN DUTTA LANE IN WARD NO.-21
CHAPTER - II LAYING & JOINTING PIPES, SPECIALS ETC.2.1 C.I. / D.I. Pipe & Specials 2.1 C.I. / D.I. Pipe & Specials 2.1.2 Lowering any type of Ductile Iron (DI) pipes & specials and laying along trench at any depth as per speclfication and direction of the Engineer-incharge, ( laying over ground. the rates shall be, reduced by 10% and the rates so reduced shall be inclusive of cost of all sorts of holding arrangements]Diameter in mm 150mm dia.
Laying Jointing and Testing of GI pipe 125mm (MC) from Ghugta Storage Tank to Saulikhad Bridge towards Motipur WTP
Laying, jointing and testing (by way of circumfrential butt welded joints by electrical arc welding) and testing of GMS pipe (class mentoned below) confirming to BIS: 1239 (Part-I), grade specified below (latest with upto date amendments) having wall thickness 5.40 mm and 4.80 mm as specified below with bevelled ends and capable of withstanding required test pressure in a random length of 4 to 7 meters, including manufacturing reducers / tapers, all short pieces, beds etc. as per site requirement made from parent tubes. The laying of pipe will include all operation such as cutting, welding, jointing, fabrication of bends, tees etc. including lowering and laying in excavated trenches to ensure required level including flushing, cleaning and hydraulic testing complete in all respects to the satisfaction of the Engineer - in - Charge. 125 mm dia (MG) WT 4.80 mm thick