Pipeline Tenders

Details: Bara Village, laying of water supply pipelines in balance streets and replacement of existing AC/PVC outlived water supply pipe lines providing water connection in District Ambala [DNIT No. 104974] Amount Rs. 3743919.00/-

Details: Work of construction of 05 no. of Sources, rising main pipelines of two year Defect Liability period of Village Kureli,Anantpura, Banhad, Nareda Khurd, Basai Bhopalsingh in VS Behror under CM Budget announcement in the jurisdiction of PHED Division Behror .

Description: Laying Of 110 Mm Dia Hdpe Pipelines From Door No:g12/26 To G12/32, Doorno: 1/639-10-12 To 1/639-10-4-4a, Door No:1/639-1-7-11 To 1/639-35, Door No:1/630-6-8 To Pole No:16, Door No:1/619-9-16 To 1/613-6-14, Door No: 1/613-5-7-8 To 1/619-9-12,pole No:n4/14 To Door No: 1/613-5-4-5a, Door No:1/619-1 To 1/616-18-g-2 , Door No:1/639-1-7-9-3 To 1/639-1-7-8-e,and Door No: 1/639-2 To 1/617-b In Cpi Colony ,12th Ward, From Door No:3/707-1 To 3/1098-3-2 In Krishnapuram 9th Road, 20th Ward And From Door No:3/1098-29-1-3 To Pole No: T8/13 In 23rd Ward, Tailors Colony, In Tadipatri Municipality Under 15th Finance Commission 2020-21 Tied Grant.(9th Call)

Details: Construction Of One No. Box Culvert To Enable Laying Of Wet Fly Ash Pipelines (ms-pipes) Across National Highway,nh-30(raebareli-unchahar) Road At Ch.121.374 By Ntpc Unchahar At Arkha Mod, Unchahar In The State Of Uttar Pradesh

Details: Cannel/Drain Crossing work by 150 mm dia MS carrier pipe & 300 mm dia casing pipe by Jack pushing method on the road SH-8 from Beliatore towards Chandar inetrconnection of MS carrier pipe with UPVC pipeline including fabrication of MS pipe & allied works and laying different dia proposed extra HDPE line to be laid at mouza Beliatore city, Natungram, Challa, Dangar para for Augmentation of Beliatore Water Supply Scheme under JJM under Bankura Sadar Sub-Division of Bankura Division, P.H.E. Dte. Location of Cannel/Drain Crossing Site - (I) At Chainage 3.175 KM to Chainage 3.300 KM of SH-8 (II) At Chainage 1.444 KM to Chainage 1.600 KM of SH-8 (III) At Chainage 1.122 KM to Chainage 1.150 KM of SH-8

Details: "composite Tender (epc Mode-iii) For construction of Advanced Integrated research Facility (g +11 Floors) Including finishing Works, Electrical, Hvac, Ph Works, Elv system, Gas Pipelines For Labs, Firefighting, Fire alarm Systems, Lifts, Instrumentation & networking, Audio & Video System Integration etc., And Construction Of Utility Building (g+2

Details: Description:- 1.marking And Cutting Of 25 Mm Plate, Channels, Angles To Size As Per The Existing structure2.fabricatingthebaseframewithrequiredmountingsupportsfromthefloorlevel 3.matching Of Escapement Arm, Shaft With Bearings. 4.fabrication Of Kicker/escapement Assembly supporting Base Structure. 5.removal Of The Existing Loader After Removal Of Pneumatic Cylinder And pneumatic Connections 6.cleaning The Area Of All Accumulated Debris. 7.fixing Of Fabricated Structure in Place With Rigid Foundation And Align The Escapement Arm With Both Receiving And Dis-charging end Conveyor After Assembly Of Shaft And Bearings With Back Stopper Arrangement. 8.connecting The pneumatic Cylinder, Valves And Pipeline To The New Loader Station With A Frl Unit. 9.full Weld The completestructurewithsupports.provideguiderails,flangeguidesinplace.10.checkthe equipment With Wheel For Smooth Flow Of Wheels And Weld Limit Switch Bracket For Fixing Electrical limit Switches At Required Places For Auto Mode. 11. Paint The All Replaced Structures, Column With onecoatofred-oxideand2 Coats Of Apple Green Paint. Note: A) All Mounting Holes For Pivot bearings, Adjustable Guides, Cylinders Should Have Drilled Holes. B) All Pneumatic Pipe Lines Should Be clamped Using Suitable Pipe Clamps. Rates Are Inclusive Of Gst

Details: Description:- Excavation In Foundation All Type Of Soils, Boulders Including Rock Not Requiring Blasting including Dewatering By Manual Or Mechanical Means Etc. As Per Specifications With All Contractor's own Machinery And Equipments, Crossing Of Tracks, Shoring, Strutting, Timbering And Buttressing With sand /clay Bags And All Such Measures Necessary To Retain In Position The Sides Of The Foundation Pit and Including Refilling The Excavated Material With Watering, Ramming, Levelling The Site And Disposing offthesurplus/unusableearthtooutsiderailwaypremisesonnominateddumpinggroundof municipality As Per Directions Of Engineer, Including All Leads & Lifts, Crossing Of Tracks, Etc Complete. note: - 1. The Rates Are Inclusive Of All Safety Measures To Be Adopted For Protection Of Structures In the Vicinity Of Works. 2. Payment Shall Be Made Only For Design Profile And No Payment Shall Be Given for Any Over Cut. 3.the Excavation Shall Be Done By Any Means To Suite Site Conditions For Protection of Utility Services Such As Cables, Pipelines Etc. 4. Rates Inclusive Of Disposing Off The Surplus/unusable earth To Outside Railway Boundary With All Leads & Lifts As Per Directions Of Engineer. 5. In Case The usable Earth/ Boulders Is Used For Filling In Embankment, Payment Will Be Made As Per Relevant Item with All Lead And Any Lift.