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Restoration of Rain Damages of Karluhi Khad in Tehsil Amb Distt. Una (HP)

HP Irrigation and Public Health

Executive Engineer JSV Flood Prot. Division Gagret | Una, Himachal Pradesh

Amount: ₹8.5 LCloses: 5 Oct 2026

Timeline

Published25 Sept 2026
Closes5 Oct 2026
Bid Opening5 Oct 2026

Tender Value

₹8.5 L

EMD Value

₹17,023

Closing Date

5 Oct 2026, 12:00 pm

Tender Inviting Organisation

Name

Executive Engineer JSV Flood Prot. Division Gagret

Address

Executive Engineer JSV Flood Prot. Division Gagret

Work Description

Construction of 100 mtrs long Crate Wall including wire crated apron form RD 0 to 100 on left bank of Choe to protect the cultivated land of Shri Nanak Chand in Village Panjoa)

Tender Information

Tender ID

2026_HPIPH_144359_1

Reference Number

JSV-FPDG-EA-I/2026-6881-6919 dt 2509.2026

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Item Rate

Period of Work

30 days

Location

Executive Engineer JSV Flood Prot. Division Gagret

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical

RequiredThe Earnest money shall be submitted either through online mode (e-payment) or offline mode as per (.pdf)

RequiredCost of tender documents through online or offline mode as per NIT (.pdf)

RequiredCertificate of registration in appropriate class with JSV Department as per NIT (.pdf)

RequiredCopy of PAN, Income Tax registration number and their latest clearance certificate as per NIT (.pdf)

RequiredCopy of GST and EPF number along with copy of latest returns as per NIT (.pdf)

RequiredUnder Taking regarding two or more works are not pending with FP Division Gagret on the letter head (.pdf)

Finance

RequiredSchedule Bill of Quantity (.xls)

Fee & Financial Details

Tender Fee Amount

₹350

EMD Fee Amount

₹17,023

Important Dates

Last Activity

25 Sept 2026

Published

25 Sept 2026

Bid Opening

5 Oct 2026

Download Starts

25 Sept 2026

Download Ends

5 Oct 2026

Submission Starts

25 Sept 2026

Clarification Period

25 Sept 2026 - 5 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (3 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1	Excavation in earth work in all kinds of soil & baking in 20 cm layers i/c breaking clods, ramming/rolling & dressing ground for the purpose of making embankments or filling up ground depressions up to all leads lifts for previous shells as per satisfactions of the Engineer-in-Charge.	48.75	Cum	-	-
-	Wire crates made of G.I. wire filled with boulders with square cut faces against the wire (Boulders filling to be measured & paid for separately) with G.I. wire 5.00mm thick corresponding to (SWG-6) of 15x15cm mesh including entire carriage of material with in all leads & lifts adn as per directionsa of the Engineer-in-Charge. The wire crates to be made of GI wire (5mm thick) will be hadn wooven & double knotted/twisted).	1,058	Sqm	-	-
-	Wire crates made of GI wire filled with boulders with sq. cut faces against the wire (wire crates to be measured & paid for separately) including entire carriage of materials with in all leads and lifts.	186.25	Cum	-	-

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 • 0.94 MB

Work Item Documents

Form6and8.pdf

Tender Documents • 1.06 MB

TermsandConditins.pdf

Tender Documents • 0.28 MB

BOQ_214675.xls

BOQ • 0.30 MB

Ready to Participate?

Download all tender documents and submit your bid

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Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

Excavation in earth work in all kinds of soil & baking in 20 cm layers i/c breaking clods, ramming/rolling & dressing ground for the purpose of making embankments or filling up ground depressions up to all leads lifts for previous shells as per satisfactions of the Engineer-in-Charge.

48.75

Cum

Wire crates made of G.I. wire filled with boulders with square cut faces against the wire (Boulders filling to be measured & paid for separately) with G.I. wire 5.00mm thick corresponding to (SWG-6) of 15x15cm mesh including entire carriage of material with in all leads & lifts adn as per directionsa of the Engineer-in-Charge. The wire crates to be made of GI wire (5mm thick) will be hadn wooven & double knotted/twisted).

1,058

Sqm

Wire crates made of GI wire filled with boulders with sq. cut faces against the wire (wire crates to be measured & paid for separately) including entire carriage of materials with in all leads and lifts.

186.25

Cum