Tender For Repair/Maint Of Borewell And Misc E/M Works At Palchan Under Age (I) R&D Manali.
Tender Value
9.67 Lakhs
Estimated cost
Bid Submission
18 Nov 2026
15 days left
EMD
19340
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Kullu → Himachal Pradesh
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Repair/Maint Of Borewell And Misc E/M Works At Palchan Under Age (I) R&D Manali.
BOQ
| Sl. No. | Item Description |
| 1 | M&L cleaning of semi under ground sump of storage capacity of water up to 100000 gallons thoroughly by removing mud, dirt etc. from the sump by the following method, complete all as specified and directed by Engr-in-Charge:- (a) Cleaning inner surface of the tank by scraping with steel wire brushes and removing mud and sludge collected in and outside of the tank and removing sludge to a distance not exceeding 50 meter.(b) Washing with clean water thoroughly complete tank internally and finally cleaning with bleaching powder. (c) writing date of cleaning on the sump. |
| 2 | S&F in replacement of DOL Direct Online Starter/Controller suitable for submersible pump set/ mono block pump set of capacity 1-3 HP single phase comprising of Light indicator, switch in housing in Sheet steel enclosurer including connection in existing system with cable and all arrangement and taking down old unservicable starter, complete all as specified and directed by Engr-in-Charge.Make :- C7S/ L& T /Havells or equivalent make in PS |
| 3 | Providing all materials, labour, T&P, tools and tackles for development of existing tube well for improvement of water yield by airlifting with necessary CFM capacity air compressor, including taking out the existing submersible pump set complete with delivery pipe, cable and all connected accessories, disconnecting and safely keeping the same; thorough development/cleaning of the tube well by compressed-air airlifting, surging and flushing as required, including removal of silt, sand, debris and other foreign matter until the water is reasonably clear and satisfactory yield is obtained; and thereafter lowering, refixing and commissioning the existing submersible pump set complete with delivery pipe, cable and accessories, including all necessary fittings, minor spare parts, consumables, T&P, testing and trial run, and all incidental works necessary for satisfactory completion of the work, complete in all respects as specified and as directed by the Engineer-in-Charge. |
| 4 | M&L for Lifting of submersible pumping set of any capacity from deep bore well with chain and pulley arrangement including lowering down the submersible pump set after repair complete all as specified and directed. |
| 5 | M&L complete overhauling/repair of defective submersible pump upto 7.5 HP and replacement of following spares of pumps of capacity 5HP to 7.5 HP,1 phase or 3 phase motor driven (excluding motor) cast iron/cast steel body complete and connecting with motor portion, complete all as specified and directed by Engr-in-Charge |
| 6 | CI Stage bowl. |
| 7 | GM neck ring. |
| 8 | Remetling of GM impeller turning. |
| 9 | GM DOL bush. |
| 10 | SS stud with nut. |
| 11 | Water seal |
| 12 | Revolving disc |
| 13 | EPV Impeller. |
| 14 | Impeller key. |
| 15 | Repairing of stamping of stator. |
| 16 | CI DOL piece. |
| 17 | SS coupling with key. |
| 18 | CI Suction piece. |
| 19 | GM sand guard. |
| 20 | S & F in replacement submersible cable flat 6 Sqmm 3 core for bore well of any depth with fitting and connections, complete all as specified and directed by Engr-in-Charge |
| 21 | M&L 50 mm UPVC blue casing pipe suitaable for for dilivery pipe for submersible borewell, complete all as specified and directed by Engr-in-Charge |
| 22 | Dismantling, shifting, transportation, re-erection and commissioning of existing water treatment plant of 20,000 gallons per day (GPD) capacity along with existing MS structural shed, including all labour, materials, T&P, tools or hydra or lifter as required for complete and satisfactory execution of the work.The work shall include dismantling and taking out the existing water treatment plant comprising treatment units, filters, pumps, motors, pipelines, valves, fittings, electrical panels, cables, control equipment and all associated mechanical, electrical and plumbing installations; dismantling of the existing prefabricated/MS shed including structural steel columns, beams, trusses, purlins, bracings, base plates, roofing sheets, wall cladding, gutters, doors, ventilators and other associated components; careful dismantling, numbering/identification, segregation, loading, transportation and unloading of all components and materials at the designated new location upto adistance of 20-30 meters, complete all as specified and directed by Engr-in-ChargeNote 1.00:- Testing of mechanical, electrical and plumbing installations; trial running, flushing, leakage testing and commissioning of the complete water treatment plant to ensure satisfactory operation and water treatment performance.Note 2.00 :- The rate shall include all labour, loading/unloading, transportation, T&P, scaffolding, lifting arrangements, welding and gas-cutting equipment, consumables, minor civil works, minor repairs, fittings, fasteners and all other incidental works necessary for complete dismantling, shifting, re-erection, testing and commissioning of the 20,000 GPD water treatment plant along with its prefabricated/MS shed, complete in all respects as specified and as directed by the Engineer-in-Charge |
| 23 | Material and labour painting of Pressure sand filter on outer tank discharge capacity 10 cum/hr with two coat of aluminium/as exiting colour combination paint and cleaning, scrubing incl connected accessories, complete all as specified and directed by Engr-in-Charge |
| 24 | Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out, complete all as specified and directed by Engr-in-Charge |
| 25 | Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point, complete all as specified and directed by Engr-in-Charge |
| 26 | M & L for Hardcore of gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface, complete all as specified and directed by Engr-in-Charge |
| 27 | M & L for Volumetric and nominal mix concretes PCC (1:2:4) using 12.5mm size aggregate, complete all as specified and directed by Engr-in-Charge |
| 28 | M & L in replacement 4 mm diameter galvanised steel wire mesh of 150 mm × 100 mm size, fabricated into mattresses/cages, including cutting, shaping, lapping and securely tying/wiring the joints with galvanised binding wire, placing and fixing the mattresses/cages in position, filling with approved hard stone/boulders of specified size, and properly closing and tying the mattresses/cages after filling, complete in all respects as per the drawings, technical specifications and directions of the Engineer-in-Charge. |
| 29 | Cross arms, bracings, supports, clamps and back plates fabricated from structural steel sections including nuts, bolts, washers, welding, bending cold or hot, drilling holes for bolts, in any shape or size as indicated or directed and inclusive of one primer coat, one under coat and one finishing coat of paint, complete all as specified and directed by Engr-in-Charge |
| 30 | Excavating trenches in ordinary rock of required width for pipes not exceeding 80mm dia including excavation for sockets, depth as suitable, including getting out the excavated materials, returning the soil as required in layers not exceeding 20cm in depth, including consolidating each deposited layers by ramming, watering etc., stacking serviceable material for measurements and disposal of unserviceable material as directed, within a lead of 50 m, complete all as specified and directed by Engr-in-Charge |
| 31 | Excavating trenches in ordinary rock of required width for pipes exceeding 80mm dia but not exceeding 300mm dia including excavation for sockets, depth upto 1.5m, including getting out the excavated materials, returning the soil as required in layers not exceeding 20cm in depth, including consolidating each deposited layers by ramming, watering etc., stacking serviceable material for measurements and disposal of unserviceable material as directed, within a lead of 50 m, complete all as specified and directed by Engr-in-Charge |
| 32 | Material and Labour for DI fittings/specials upto 100mm bore such as Tees, bends (any type, radius and angle) tapers any type, collars, tail pieces, caps and plugs confirming to IS: 9523, complete all as specified and directed by Engr-in-Charge |
| 33 | Material and labour for Rubber Gasket Joint (Tyton Joint) of 100mm bore including jointing material for DI/CI pipe, complete all as specified and directed by Engr-in-Charge |
| 34 | M&L for Flanged Joints of 100mm bore with rubber or fibre board gasket including nuts, bolts and double washers, complete all as specified and directed by Engr-in-Charge |
| 35 | Labour for cutting of CI /DI/GI pipe in position for reducing to required length for insertion of new tees, branches etc of up to 150 mm bore, complete all as specified and directed by Engr-in-Charge |
| 36 | Taking up CI/DI/GI water mains (including all fittings) with spigot & socket ends and lead/tyton joints including burning out lead joints and recovering lead, complete all as specified and directed by Engr-in-Charge of the following sizes :- |
| 37 | 80 mm bore |
| 38 | 100 mm bore |
| 39 | Laying only in trenches CI/DI/GI pipes with socket and spigot ends, cleaning thoroughly and removal of all blockages if any, complete all as specified and directed by Engr-in-Charge for the following size/bore of pipes. Note : Joints and CI/DI fittings shall be measured and paid seperately |
| 40 | 80 mm bore |
| 41 | 100 mm bore |
| 42 | Providing and fixing in replacement 3 layer PP-R (Poly propylene Random copolymer) pipes of size 32mm PN 16 confirming to IS:15801 UV stabilized & anti - microbial fusion welded, having thermal stability for hot & cold water supply, including all PP - R plain & brass threaded polypropylene random fittings, including & testing of joints after laying of new PPR pipe, Complete all as specified and as directed by the Engr-in-Charge. |
| 43 | Material and labour for emergency break down of water supply distribution pipeline of any size in acute cold/ snow at Transit camp area including providing the labour and conveyance facilities for refixing/ repair of the pipeline including providing the materials within 04 hrs of complaints all as specified and as directed by the Engineer-in-charge. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 28, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 18, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 15 daysNov 25, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 22 daysTender Documents
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