Himachal

Cancelled

Works

Civil Works

Restoration of rain damaged of LWSS Manai Pargod under Section Manai Sub Division Manai in Tehsil Harchakian Distt, Kangra, (HP)

HP Irrigation and Public Health

Shahpur | Kangra, Himachal Pradesh

Amount: ₹1.2 LCloses: 25 Jun 2026Closed

Timeline

Published16 Jun 2026
Closed25 Jun 2026
Cancelled1 Jul 2026

Cancellation Details

Cancellation of Tender

Cancellation of tenderCorrigendumReason: Due to admistrative reasons/issuesDocument: cancelled_1.pdf

Published 1 Jul 2026

Tender Value

₹1.2 L

EMD Value

₹2,308

Closing Date

25 Jun 2026, 11:00 amClosed

Tender Inviting Organisation

Name

Executive Engineer

Address

Jal Shakti Division Shahpur

Work Description

Restoration of rain damaged of LWSS Manai Pargod under Section Manai Sub Division Manai in Tehsil Harchakian Distt, Kangra, (HP)

Tender Information

Tender ID

2026_HPIPH_136746_1

Reference Number

EE/JSDS/NIT/2026-2352-2401 dated- 16/06/2026

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Item Rate

Period of Work

90 days

Location

Shahpur

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 documents and earnest money as prescribed in the NIT (.pdf)

RequiredRegistration in Jal Shakti Vibhag as prescribed in the NIT (.pdf)

RequiredCopy of Certificate of EPF registration and PAN/GST registration as prescribed in the NIT (.pdf)

RequiredThe authorization letter regarding digital signature certificate (DSC) (.pdf)

RequiredCopy of undertaking that I have carefully studied as per NIT condition (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹350

Tender Fee Payable To

Executive Engineer

EMD Fee Amount

₹2,308

Important Dates

Last Activity

1 Jul 2026

Published

16 Jun 2026

Bid Opening

25 Jun 2026

Download Starts

16 Jun 2026

Download Ends

25 Jun 2026

Submission Starts

16 Jun 2026

Clarification Period

16 Jun 2026 - 25 Jun 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (15 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1	Excavation in foundations,trenches etc., in earth work, lift upto 1.50 mts. Stacking the excavated soil not more than 3 mts. Clear from the edge of the excavation & then returning the stacked soil in 15 cms. Layers,when required into plinths sides of foundation etc., consolidating each deposited layers by ramming & watering & then disposing of all surplus excavated earth as dierected within all leads & lifts as per entire satisfaction of Engineer in charge.	79.2	Cum	-	-
2Laying, jointing & testing in trenches Galvanised mild steel tube (Light Class) of following diameter including tube fittings complete (earth work to be measured and paid for separately) including testing of joints, within all leads and lifts .
2.01	50 mm dia	250	Rmt	-	-
2.02	40 mm dia	150	Rmt	-	-
2.03	25 mm dia	200	Rmt	-	-
3Dismantalling of old GI pipe of following dia including stacking the dismentalled pipes at required place( earth work to be measured and paid for separately) within all leads and lifts.
3.01	50 mm dia	160	Rmt	-	-
3.02	40 mm dia	120	Rmt	-	-
4Relaying/Rerouting, jointing & testing in trenches of Galvanised mild steel tube of following diameter including tube fittings complete (earth work to be measured and paid for for separately) within all leads and lifts.
4.01	50 mm dia	160	Rmt	-	-

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.02 MB

Cancellation Documents

cancelled_1.pdf

pdf • 0.20 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 • 0.38 MB

Work Item Documents

6and8from.pdf

Tender Documents • 0.80 MB

Termsandconditions.pdf

Tender Documents • 0.16 MB

BOQ_202399.xls

BOQ • 0.28 MB

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Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

Excavation in foundations,trenches etc., in earth work, lift upto 1.50 mts. Stacking the excavated soil not more than 3 mts. Clear from the edge of the excavation & then returning the stacked soil in 15 cms. Layers,when required into plinths sides of foundation etc., consolidating each deposited layers by ramming & watering & then disposing of all surplus excavated earth as dierected within all leads & lifts as per entire satisfaction of Engineer in charge.

79.2

Cum

2Laying, jointing & testing in trenches Galvanised mild steel tube (Light Class) of following diameter including tube fittings complete (earth work to be measured and paid for separately) including testing of joints, within all leads and lifts .

2.01

50 mm dia

250

Rmt

2.02

40 mm dia

150

Rmt

2.03

25 mm dia

200

Rmt

3Dismantalling of old GI pipe of following dia including stacking the dismentalled pipes at required place( earth work to be measured and paid for separately) within all leads and lifts.

3.01

50 mm dia

160

Rmt

3.02

40 mm dia

120

Rmt

4Relaying/Rerouting, jointing & testing in trenches of Galvanised mild steel tube of following diameter including tube fittings complete (earth work to be measured and paid for for separately) within all leads and lifts.

4.01

50 mm dia

160

Rmt