Himachal

Cancelled

Works

Civil Works

A R and M O Restoration of Rain Damage to WSS to Tatrog Guwad Khushnagri in GP Khushnagri in Tehsil Churah Distt Chamba HP

HP Irrigation and Public Health

EE JSV Division Tissa | Chamba, Himachal Pradesh

Amount: ₹2.0 LCloses: 17 Jun 2026Closed

Timeline

Published10 Jun 2026
Closed17 Jun 2026
Cancelled22 Jun 2026

Cancellation Details

Cancellation of Tender

Cancellation of TenderCancellation of TenderReason: Minimum Bids Not ReceivedDocument: cancelled_1.pdf

Published 22 Jun 2026

Tender Value

₹2.0 L

EMD Value

₹3,989

Closing Date

17 Jun 2026, 5:00 pmClosed

Tender Inviting Organisation

Name

EE JSV Division Tissa

Address

EE JSV Division Tissa

Work Description

Excavation laying and jointing of GI pipes of 25 mm dia

Tender Information

Tender ID

2026_HPIPH_136299_1

Reference Number

EE-JSD-TSA-EA-I-2026-27- 1508-57 dated- 09-06-2026

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Item Rate

Period of Work

90 days

Location

EE JSV Division Tissa

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

6 documents required · 6 mandatory

Fee/PreQual/Technical

RequiredCOST OF BID FORM (.pdf)

RequiredEARNEST MONEY (.pdf)

RequiredREG, OF HPJSV (.pdf)

RequiredPAN NO, GST NO, EPF (.pdf)

RequiredLATEST ITR (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹500

Tender Fee Payable To

EE JSV TISSA

EMD Fee Amount

₹3,989

Important Dates

Last Activity

22 Jun 2026

Published

10 Jun 2026

Bid Opening

18 Jun 2026

Download Starts

10 Jun 2026

Download Ends

17 Jun 2026

Submission Starts

10 Jun 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (2 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1	Excavation in foundation, trenches etc. in all kinds of soil such as pick work, jumper work, blasting work in soft / hard rock, chiselling in soft / hard including wedging out of a rock where blasting is prohibited and stacking the excavated earth up to all lifts, stacking the excavated soil up to all lead clear from the edge of excavation and then returning the stacked soil in 15 centimeters layers when required in to plinths, sides of foundation etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as per direction and to the entire satisfation of Engineer- in- charge up to leads and lifts.	175.5	Cum	-	-
2Laying, Jointing in trenches galvanized mild steel tubes including fittings complete (earth work in trenches to be measured and paid for separately) including complete fitting and as per the direction of the Engineer-in-charge with in all leads and lifts of the following nominal bores:.
2.1	25 mm Dia	1,300	Rmt	-	-

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.02 MB

Cancellation Documents

cancelled_1.pdf

pdf • 0.28 MB

Documents

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Tender Page Snapshot

details.html

html • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 1.68 MB

Work Item Documents

f6.pdf

Tender Documents • 0.55 MB

tandc.pdf

Additional Documents • 0.40 MB

BOQ_201719.xls

BOQ • 0.27 MB

f8.pdf

Tender Documents • 4.72 MB

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Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

Excavation in foundation, trenches etc. in all kinds of soil such as pick work, jumper work, blasting work in soft / hard rock, chiselling in soft / hard including wedging out of a rock where blasting is prohibited and stacking the excavated earth up to all lifts, stacking the excavated soil up to all lead clear from the edge of excavation and then returning the stacked soil in 15 centimeters layers when required in to plinths, sides of foundation etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as per direction and to the entire satisfation of Engineer- in- charge up to leads and lifts.

175.5

Cum

2Laying, Jointing in trenches galvanized mild steel tubes including fittings complete (earth work in trenches to be measured and paid for separately) including complete fitting and as per the direction of the Engineer-in-charge with in all leads and lifts of the following nominal bores:.

2.1

25 mm Dia

1,300

Rmt