DEFPROC

Technical BO

Works

Miscellaneous Works

CA NO GE(U)/CHM-78/2025-26 REPAIR/ MAINTENANCE TO FILTER BEDS, CALIFLOCULATOR INCL AREATORS, HEADERS, CONTROL VALVES, CHLORONOME PLANT AND OTHER CONNECTED ACCESSORIES AT PUMPING INSTALLATIONS UNDER AGE E/M-II OF GE (U) CHANDIMANDIR

E-IN-C BRANCH - MILITARY ENGINEER SERVICES

GE (U) Chandimandir | Panchkula, Haryana

Amount: ₹45 LCloses: 30 Apr 2026Closed

Timeline

Published30 Mar 2026
Closed30 Apr 2026
Technical Evaluation5 May 2026
Award—

Bids

1 Bid25 Apr 2026

#	Company	Status
1	Vasudeva Trading Co. Admitted-Fee/PreQual/Technical	Admitted-Fee/PreQual/Technical

Corrigenda

Corrigendum

3 updatesLatest on 23 Apr 2026Submission Ends:30 Apr 2026

Date changes

Published30 Mar 2026Download Starts30 Mar 2026Download Ends30 Apr 2026Submission Starts16 Apr 2026Submission Ends30 Apr 2026Bid Opening4 May 2026

Tender Value

₹45 L

EMD Value

₹90,000

Closing Date

30 Apr 2026, 6:00 pmClosed

Tender Inviting Organisation

Name

Garrison Engineer

Address

GE (U) Chandimandir Pin-134107

Work Description

CA NO GE(U)/CHM-78/2025-26 REPAIR/ MAINTENANCE TO FILTER BEDS, CALIFLOCULATOR INCL AREATORS, HEADERS, CONTROL VALVES, CHLORONOME PLANT AND OTHER CONNECTED ACCESSORIES AT PUMPING INSTALLATIONS UNDER AGE E/M-II OF GE (U) CHANDIMANDIR

Tender Information

Tender ID

2026_MES_758537_1

Reference Number

GE(U)/CHM-78/2025-26

Tender Type

Open Tender

Product Category

Miscellaneous Works

Form of Contract

Item Rate

Period of Work

240 days

Location

GE (U) Chandimandir

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

5 documents required · 5 mandatory

Fee/PreQual/Technical

RequiredScanned copy of application on letter head of firm requesting issue of tender (.pdf)

RequiredScanned copy of DD /BC. Original offline within 7 clear days from date of bid submission (.pdf)

RequiredScanned copy of enlistment in MES or docs meeting criteria of enlistment for un-enlisted firms (.pdf)

RequiredScanned copy of GST Registration Number (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹500

Tender Fee Payable To

GE (U) Chandimandir

EMD Fee Amount

₹90,000

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

25 Apr 2026

Published

30 Mar 2026

Bid Opening

4 May 2026

Download Starts

30 Mar 2026

Download Ends

30 Apr 2026

Submission Starts

16 Apr 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (151 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
-	Excavation in trenches not exc 1.5 mtr wide & not exc 1.5 mtr in depth: for foundationetc or for manholes, laying of pipe in any type of soil and getting out complete all as specified	-	Cum	-	-
-	Excavation in trenches not exc 1.5 mtr wide & exc 1.5 mtr but not exc 3.0 mtr in depth: for foundationetc or for manholes, laying of pipe in any type of soil and getting out complete all as specified	-	Cum	-	-
-	Returning filling in, including spreading, leveling watering & well rammng in layers not exc 25cm thick complete all as specified and directed by EIC	-	Cum	-	-
-	Removing excavated material to a distance not exc 50 mtr & depositing where directed at a level not exc 1.5 mtr above the starting point complete all as specified & diected	-	Cum	-	-
-	Demolition of cement concrete (un-reinforced) in ground floors and pavings n exc 15 cm thickness (below or above ground level) and of any description and in any position not otherwise specifically provided for all as specified and directed by Engineer - in - Charge .	-	Cum	-	-
-	M&L Cement concrete 1:2:4 type B-1 using 20mm graded crushed stone aggregate for support to pipe line, foundations, fillings and mass concrete all as specified and directed by Engineer – in - Charge.	-	Cum	-	-
-	Taking up CI/ DI/ MS/ GI pipe (including all fittings) with spigot and socket ends centrifugally cast 150 mm bore laid in trenches complete all as specified and directed by Engineer - in - Charge.	-	RM	-	-
-	Taking up CI/ DI/ MS/ GI pipe (including all fittings) with spigot and socket ends centrifugally cast 200 mm bore laid in trenches complete all as specified and directed by Engineer - in - Charge.	-	RM	-	-
-	Supplying, laying, jointing, commissioning and testing of ductile iron pressure pipe with socket & spigot ends having ISI marking confirming to IS:8329/2000 in standard lengths of classification K-9 suitable for and including push on rubber tyton joint (gasket D-jointing) with cement mortar lining in the pipes having 150 mm bore, including aligning the pipes inside trench as per IS:12288/1987 and testing the joints with required water pressure complete all as specified & directed.	-	RM	-	-
-	Supplying, laying, jointing, commissioning and testing of ductile iron pressure pipe with socket & spigot ends having ISI marking confirming to IS:8329/2000 in standard lengths of classification K-9 suitable for and including push on rubber tyton joint (gasket D-jointing) with cement mortar lining in the pipes having 200 mm bore, including aligning the pipes inside trench as per IS:12288/1987 and testing the joints with required water pressure complete all as specified & directed.	-	RM	-	-

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.02 MB

Technical Bid Opening

tech_bid_open.pdf

PDF

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.21 MB

Work Item Documents

Tenderdocuments78.pdf

Tender Documents • 1.11 MB

BOQ_849603.xls

BOQ • 0.38 MB

Corrigendum Documents

DateCorrigendum02.pdf

PDF • 0.07 MB

Corrigendum01.pdf

PDF • 0.14 MB

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Company

Vasudeva Trading Co.

Admitted-Fee/PreQual/Technical

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

Excavation in trenches not exc 1.5 mtr wide & not exc 1.5 mtr in depth: for foundationetc or for manholes, laying of pipe in any type of soil and getting out complete all as specified

Cum

Excavation in trenches not exc 1.5 mtr wide & exc 1.5 mtr but not exc 3.0 mtr in depth: for foundationetc or for manholes, laying of pipe in any type of soil and getting out complete all as specified

Cum

Returning filling in, including spreading, leveling watering & well rammng in layers not exc 25cm thick complete all as specified and directed by EIC

Cum

Removing excavated material to a distance not exc 50 mtr & depositing where directed at a level not exc 1.5 mtr above the starting point complete all as specified & diected

Cum

Demolition of cement concrete (un-reinforced) in ground floors and pavings n exc 15 cm thickness (below or above ground level) and of any description and in any position not otherwise specifically provided for all as specified and directed by Engineer - in - Charge .

Cum

M&L Cement concrete 1:2:4 type B-1 using 20mm graded crushed stone aggregate for support to pipe line, foundations, fillings and mass concrete all as specified and directed by Engineer – in - Charge.

Cum

Taking up CI/ DI/ MS/ GI pipe (including all fittings) with spigot and socket ends centrifugally cast 150 mm bore laid in trenches complete all as specified and directed by Engineer - in - Charge.

Taking up CI/ DI/ MS/ GI pipe (including all fittings) with spigot and socket ends centrifugally cast 200 mm bore laid in trenches complete all as specified and directed by Engineer - in - Charge.

Supplying, laying, jointing, commissioning and testing of ductile iron pressure pipe with socket & spigot ends having ISI marking confirming to IS:8329/2000 in standard lengths of classification K-9 suitable for and including push on rubber tyton joint (gasket D-jointing) with cement mortar lining in the pipes having 150 mm bore, including aligning the pipes inside trench as per IS:12288/1987 and testing the joints with required water pressure complete all as specified & directed.

Supplying, laying, jointing, commissioning and testing of ductile iron pressure pipe with socket & spigot ends having ISI marking confirming to IS:8329/2000 in standard lengths of classification K-9 suitable for and including push on rubber tyton joint (gasket D-jointing) with cement mortar lining in the pipes having 200 mm bore, including aligning the pipes inside trench as per IS:12288/1987 and testing the joints with required water pressure complete all as specified & directed.