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57,081 results • Best match
ADDN / ALTN TO EXISTING WATER SUPPLY PIPELINES AT ADMC PHASE-I UNDER GE (NORTH) BANGALORE
Supply and Laying Ductile Iron pipe 150mm dia bore with spigot and socket end titan Joint, class K-9 conforming to IS-8329 with inside surface of centrifugally cast cement mortar lined suitable for rubber joint in any length laid in trenches all as specified and directed
Annual Maintenance work of the Water Supply Scheme (CWSS) to Pandikkad Grama Panchayat for the year 2026-27, under PH Section, Wandoor. The existing AMC contract period will expire in February 2026.
100.9.6:Laying uPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipeline to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipeline with water to the required test pressure (excluding cost of pipes and specials): 63 mm nominal outside diameter pipes.
Shifting, Land J of existing water supply pipeline under Indergarh WSP from Chakan Dam
eProcurement System Government of Rajasthan Created By: Sarveshwar Sarveshwar Created Date/Time: 24-Dec-2025 04:41 PM Tender Title: Shifting, Land J of existing water supply pipeline under Indergarh WSP from Chakan Dam Tender ID: 2025_PHCJ_520269_1
DEVELOPEMENT OF WATER SUPPLY NETWORK BY REPLACEMENT WORK OF OLD AND DAMAGED EXISTING 200MM DIA C.I. PIPE BY LAYING OF NEW 200 MM DIA D.I. PIPE AT SOUTH BEHALA ROAD IN WARD NO. 126 UNDER BOROUGH-XVI.
CHAPTER - II LAYING & JOINTING PIPES, SPECIALS ETC.2.1 C.I. / D.I. Pipe & Specials 2.1 C.I. / D.I. Pipe & Specials 2.1.5 Rubber gasket joints to C.l./D.l. pipes and specials all complete to makesthe joint water tight as required hydraulic pressure as per specification and direction of the Engineer-in-Charge.[Cost of Rubber. gasket of approved make induding supply to any pointwithin the Kolkata Municipal Area shall be paid separately.}Diameter in mm 200mm dia.
Laying, Jointing and Testing of GMS pipe 15 mm dia and 20mm pipe at various Rds
Excavation in foundations trenches etc. (for pipes and pits ) upto all depths in all kinds of soil such as pick work,jumper work, blasting and chiselling soft/hard rocks where blasting is prohibited in all leads and lifts including trimming and dressing of sides levelling of bed to correct excavation and returning the stacked soil after laying jointing and testing of G.I.Pipes in trenches in 15 cm. layers including consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated soil as directed in all leads and lifts and soring strutting/timbering and dewatering where ever required including restoration of un-metalled/metalled paved surface of its original conditions including cost of diversion for traffic night signals fixing caution boards and fencing etc.complete in all respects.
REPAIR OF EXIST WATER WORKS STRUCTURES AND LAYING THE PIPE LINE
DWG and DNIT: Working out quantites of each structure as per HSR, uploading Rough and Detail estimate at HEWP, Preparation of DNIT, layout plan and detailed drawings of various structures for augmentation/ Renovation of water supply scheme showing the existing and proposed Distribution network and water works structure as per DPR complete in all respect. Supply of 5 No. colored sets of each drawing.