Tender ID

Himachal

Cancelled

Works

Civil Works

Restoration of Rain Damages to Water Supply Scheme for Mandi Town from Uhl River in Distt Mandi HP

HP Irrigation and Public Health

Kamand | Mandi, Himachal Pradesh

Amount: ₹36.5 LCloses: 8 Apr 2026Closed

Timeline

Published1 Apr 2026
Closed8 Apr 2026
Cancelled13 Apr 2026

Cancellation Details

Cancellation of Tender

Cancellation of TenderDue to technical reason the tender is hereby cancelled as per the direction received from JS Circle SundernagarReason: Due to admistrative reasons/issuesDocument: cancelled_1.pdf

Published 13 Apr 2026

Tender Value

₹36.5 L

EMD Value

₹73,000

Closing Date

8 Apr 2026, 5:00 pmClosed

Tender Inviting Organisation

Name

Executive Engineer

Address

EE JSV Mandi

Work Description

Providing Crate Wall Embankment to Protect the Main Gravity Line MS Pipe 500mm dia near Kamand Bridge from RD 0 to 55 55 M

Tender Information

Tender ID

2026_HPIPH_133064_1

Reference Number

19-118

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Item Rate

Period of Work

90 days

Location

Kamand

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

6 documents required · 6 mandatory

Fee/PreQual/Technical

RequiredProof of earnest money deposit and cost of bid document (.pdf)

RequiredCertificate of registration with Himachal Pradesh Jal Shakti Department in appropriate class (.pdf)

RequiredCopy of PAN No. GST registration on form.06 and latest copy of ITR (.pdf)

RequiredAuthorization letter regarding digital signature certificate (DSC) of the person authorized by (.pdf)

RequiredScanned copy of undertaking that I have carefully studied all the terms and conditions stipulat (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹2,000

EMD Fee Amount

₹73,000

Important Dates

Last Activity

13 Apr 2026

Published

1 Apr 2026

Bid Opening

9 Apr 2026

Download Starts

1 Apr 2026

Download Ends

8 Apr 2026

Submission Starts

1 Apr 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (3 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
-	Excavation in drains and channels etc. in earth work upto all depth in all kinds of soil such as pick jumper work blasting and chiselling soft / hard rock where blasting is prohibited in all leads and lifts i/c trimming & dressing of side levelling of bed stacking the excavated soil in 15 Cm layers when required in to Plinth sides of foundations etc 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 & dewatering where ever required complete in all respect as per the direction & to the entire satisfaction of Engineer in Charge in all leads and lifts.	-	Cum	-	-
-	Wire crate made of GI wire filled with boulder with square cut faces against the wire (Boulder filling to be measured and paid for separately ) double twisted GI wire 5mm thick 15cmx15cm mesh) corresponding to SWG-6 as per direction and to the entire satisfaction of the Engineer-in-charge	-	Sqm.	-	-
-	Wire crate made of GI wire filled with boulders with square cut faces against the wire (wire crate to be measured and paid for separately) the weight of each boulder should not less than 18 kg and as per entire satisfaction of the Engineer-in-charge)in all leads and lifts.	-	Cum	-	-

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.02 MB

Cancellation Documents

cancelled_1.pdf

pdf • 0.39 MB

Documents

Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.

Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 2.91 MB

Work Item Documents

Form6.pdf

Tender Documents • 0.67 MB

BOQ_196789.xls

BOQ • 0.28 MB

Form8.pdf

Tender Documents • 1.14 MB

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Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

Excavation in drains and channels etc. in earth work upto all depth in all kinds of soil such as pick jumper work blasting and chiselling soft / hard rock where blasting is prohibited in all leads and lifts i/c trimming & dressing of side levelling of bed stacking the excavated soil in 15 Cm layers when required in to Plinth sides of foundations etc 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 & dewatering where ever required complete in all respect as per the direction & to the entire satisfaction of Engineer in Charge in all leads and lifts.

Cum

Wire crate made of GI wire filled with boulder with square cut faces against the wire (Boulder filling to be measured and paid for separately ) double twisted GI wire 5mm thick 15cmx15cm mesh) corresponding to SWG-6 as per direction and to the entire satisfaction of the Engineer-in-charge

Sqm.

Wire crate made of GI wire filled with boulders with square cut faces against the wire (wire crate to be measured and paid for separately) the weight of each boulder should not less than 18 kg and as per entire satisfaction of the Engineer-in-charge)in all leads and lifts.

Cum