Tender For special Repair To Old Pipe Line For Water Supply At Vallah & Gg Fort Under Ge Amritsar Cantt
Tender Value
29.12 Lakhs
Estimated cost
Bid Submission
11 Aug 2026
4 days left
EMD
58240
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Amritsar → Punjab
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for special Repair To Old Pipe Line For Water Supply At Vallah & Gg Fort Under Ge Amritsar Cantt
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 20-Jul-2026 | BOQ Corrigendum | BOQ | 04-Aug-2026 |
| 2 | 04-Aug-2026 | Bid Auto Extn Corrigendum | Bid Auto Extn Corrigendum | 11-Aug-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | Excavating in trenches not exceeding 1.5 metre wide and not exceeding 1.5 metre in depth for laying of pipe line and getting out in soft/loose soil and in road cutting complete all as specified and directed. |
| 2 | Returning, filling in excavated material/soil including spreading, leveling, watering and well ramming in layers n exc 25cm in soil complete all as specified and directed. |
| 3 | Removing excavated material/surplus soil not exceeding 50 metres and depositing where directed at a level not exceeding 1.5 metre above starting point complete all as specified and directed. |
| 4 | Supply and fixing including testing of DI/CI fittings conforming to IS:9523 for flanged/spigot socketed type DI pieces special any type upto 150mm dia bore such as bends (any type of radious and angle) tapers any type (straight bend increasing, decreasing or double socket etc) Tee pieces, single branch, 'Y' junctions, doubled branch, cross (all sockets and sockets & spigots), collars, caps and plugs complete all as specified and directed |
| 5 | Supply, laying, fixing and testing of Ductile Iron pipes pressure with spigot & socket ends of 150 mm bore class K-7 centrifugally cast conforming to IS:8329/2000 blast furnace slag cement portland cement properties suitable for push-on jointing with inside surface cement mortar lining, with internal metallic zinc coating and external black bitumen coating, duly ISI marked complete laid in trenches or under the roads, with and including tyton rubber gasket push-on joints as required at site complete including dismantling & taking out old UNSV water supply pipe line any type & any size from trenches complete all as specified and as directed |
| 6 | Supply, laying, fixing and testing of Ductile Iron pipes pressure with spigot & socket ends of 100mm bore class K-7 centrifugally cast conforming to IS:8329/2000 blast furnace slag cement portland cement properties suitable for push-on jointing with inside surface cement mortar lining, with internal metallic zinc coating and external black bitumen coating, duly ISI marked complete laid in trenches or under the roads, with and including tyton rubber gasket push-on joints as required at site complete including dismantling & taking out old UNSV water supply pipe line any type & any size from trenches complete all as specified and as directedNOTE FOR ITEM NO 5 & 6:(a) The cost of DI fitting shall be measured and paid separately under relevant item.(b) Excavation & other earth work will be measured and paid separately under relevant items.(c) Excavation shall be carried by the contractor carefully to avoid any damage to existing cable, sewage line, gas pipe etc. |
| 7 | Supply, laying, fixing and testing of galvanised steel water tubes of size 50mm dia, medium grade with screwed socket joint together with and including all GI fittings such as bends, elbows, short piece connections, backnuts, caps plugs and unions etc laid in trenches/fixed on walls/laid on floors including taking down old UNSV one from site complete all as directed and specifiedNOTE FOR SER ITEM NO. 7 to 9: (a) Excavation & other earth work will be measured and paid separately under relevant items.(b) Excavation shall be carried by the contractor carefully to avoid any damage to existing cable, sewage line, gas pipe etc. |
| 8 | All as per ser item No. 07 above but for GI pipe of size 25mm bore complete all as specified and directed. |
| 9 | All as per ser item No. 07 above but for GI pipe of size 20mm bore complete all as specified and directed. |
| 10 | Supply and fixing in replacement 150mm dia sluice valve PN 1:0, ISI marked confirming to IS-14846, flanged and drilled, Steel spindle and iron wheel including jointing material such as nuts, bolts, washers and rubber sheet etc including testing complete all as specified and directed. |
| 11 | Supply and fixing in replacement 100mm dia sluice valve PN 1:0, ISI marked confirming to IS-14846, flanged and drilled, Steel spindle and iron wheel including jointing material such as nuts, bolts, washers and rubber sheet etc including testing complete all as specified and directed. |
| 12 | Material and labour for replacement of gun metal gate valve (ISI marked) with iron wheel both ends screwed for iron pipe 25 mm bore including testing complete all as specified and directed. |
| 13 | Material and labour for replacement of gun metal gate valve (ISI marked) with iron wheel both ends screwed for iron pipe 20 mm bore including testing complete all as specified and directed. |
| 14 | Material and labour in repair for construction of brick masonary pits (230mm thick wall) of 900x600x1000mm internal dimension (bottom PCC floor of the pit should be minimum 30cms below the bottom surface of sluice valve flange to provide sufficient working space), bottom floor of the pit be constructed in PCC (1:4:8) type D2 using 15cms thick with 20mm stone aggregate for foundation, brick wall with sub class 'B' bricks built in CM 1:6, inner and exposed surfaces and bottom floor of the pit should be plastered in cement mortar (1:4) 15mm thick, PCC 1:2:4 type B1 using 20mm graded stone aggregate for coping. The sluice valve and other fittings should be housed in center of the pit. The vertices of the pit should in right angle and chamfered. The top cover of the pit will be made out of MS sheet 3mm thick with angle iron frame made out of MS angle 50mmx50mmx6mm with galvanized steel hinges two Nos. and locking arrangements duly painted with two coats of water resistant synthetic enameled paint over one coat of red oxide including necessary excavation and earth work in any type of soil as shown in drg No. CEJZ/TD-1060 Sheet No. 1/3 to 3/3 complete all as specified and as directed. |
| 15 | All as per ser item No. 14 above but of valve pit of internal dimension 450mm x 450mm x 600mm complete all as specified and directed. |
| 16 | Demolation hard standing/road of any thickness and making good with and including PCC (1:3:6) type C2 (using 40mm graded aggregates) and removal of debris and making the damaged areas uniform as per existing complete all as specified and directed. Disconnecting existing tank capcity 500 ltrs setting aside (or lowering if required ) for repair , cleaining, etc and hosting if required reconnecting and re-fixing in postion. (Cleaning reparing etc measured sepratly) Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 04, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Aug 04, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Completed
Aug 11, 2026
18:00 IST
Corrigendum-2 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 4 daysAug 11, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 4 daysAug 18, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 11 daysTender Documents
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