Tender ID

Himachal

Cancelled

Works

Civil Works - Water Works

Lump sum provision of Flood Protection work Distt Chamba HP Providing Flood Protection Work to Chanhaal Khad Sub Head CO wire crate work RD 2675 to 2825 150 rmt Left Bank and RD 2819 to 2840 21.00 rmt Right Bank

HP Irrigation and Public Health

CHOWARI CHAMBA HP | Chamba, Himachal Pradesh

Amount: ₹43.3 LCloses: 3 Apr 2026Closed

Timeline

Published27 Mar 2026
Closed3 Apr 2026
Cancelled9 Apr 2026

Cancellation Details

Cancellation of Tender

CANCELLED DUE TO ADMINISTRATIVE REASONSCANCELLED DUE TO ADMINISTRATIVE REASONSReason: Due to admistrative reasons/issuesDocument: cancelled_1.pdf

Published 9 Apr 2026

Tender Value

₹43.3 L

EMD Value

₹86,680

Closing Date

3 Apr 2026, 6:00 pmClosed

Tender Inviting Organisation

Name

EXECUTIVE ENGINEER

Address

JAL SHAKTI DIVISION CHOWARI

Work Description

Lump sum provision of Flood Protection work Distt Chamba HP Providing Flood Protection Work to Chanhaal Khad Sub Head CO wire crate work RD 2675 to 2825 150 rmt Left Bank and RD 2819 to 2840 21.00 rmt Right Bank

Tender Information

Tender ID

2026_HPIPH_132307_1

Reference Number

NIT NO 21722-21822 DATED 20-03-2025

Tender Type

Open Tender

Product Category

Civil Works - Water Works

Form of Contract

Item Rate

Period of Work

180 days

Location

CHOWARI CHAMBA HP

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical

RequiredCOST OF BID FORM AND EARNEST MONEY (.pdf)

RequiredCOPY OF REGISTRATION (.pdf)

RequiredPAN NO GST NO COPY OF ITR (.pdf)

RequiredUNDERTAKING REGARDING STUDIED ALL TEARMS AND CONDITIONS (.pdf)

RequiredAUTHORIZATION LETTER REGARDING PERSON AUTHORIZED BY THE REGISTRED BIDDER FOR UPLOADING BIDS (.pdf)

Finance

RequiredBOQ (.xls)

RequiredFORM 6 AND 8 (.pdf)

Fee & Financial Details

Tender Fee Amount

₹2,000

EMD Fee Amount

₹86,680

Important Dates

Last Activity

9 Apr 2026

Published

27 Mar 2026

Bid Opening

4 Apr 2026

Download Starts

27 Mar 2026

Download Ends

3 Apr 2026

Submission Starts

27 Mar 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (0 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Excavation in earth work in all kinds of soils and banking in 20Cm layers including breaking clods ramming and dressing ground for the purpose of making embankment of filling up ground depression upto all leads and lift complete in all respect including all leads and lifts as per the direction of Engineer-in-Charge.
2Wire crate made of G.I wire filled with boulders with square cut faces against the wire (wire crates to be measured and paid for seperately) in all lead and lift as per direction and to the entire satisfaction of Engineer-in-Charge.
3Fixing of Wire crates made of G.I. wire filled with boulders with square cut faces against the wire (Boulder filling to be measured and paid for seperately) with G.I. wire 5.00mm thick corresponding to (SWG-6) of 15cmx15cm mesh in apron and sloping pitching including carriage of meterials within all leads and lifts as per direction and to the entire satisfaction of Engineer -in-Charge ( the wire crate to be made of GI wire ( 5.00mm thick) R & bwooron and double noted twisted)

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.02 MB

Cancellation Documents

cancelled_1.pdf

pdf • 0.37 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 • 0.70 MB

Work Item Documents

BOQ_196139.xls

BOQ • 0.28 MB

FORM68.pdf

Tender Documents • 2.11 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Excavation in earth work in all kinds of soils and banking in 20Cm layers including breaking clods ramming and dressing ground for the purpose of making embankment of filling up ground depression upto all leads and lift complete in all respect including all leads and lifts as per the direction of Engineer-in-Charge.
2Wire crate made of G.I wire filled with boulders with square cut faces against the wire (wire crates to be measured and paid for seperately) in all lead and lift as per direction and to the entire satisfaction of Engineer-in-Charge.
3Fixing of Wire crates made of G.I. wire filled with boulders with square cut faces against the wire (Boulder filling to be measured and paid for seperately) with G.I. wire 5.00mm thick corresponding to (SWG-6) of 15cmx15cm mesh in apron and sloping pitching including carriage of meterials within all leads and lifts as per direction and to the entire satisfaction of Engineer -in-Charge ( the wire crate to be made of GI wire ( 5.00mm thick) R & bwooron and double noted twisted)

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Excavation in earth work in all kinds of soils and banking in 20Cm layers including breaking clods ramming and dressing ground for the purpose of making embankment of filling up ground depression upto all leads and lift complete in all respect including all leads and lifts as per the direction of Engineer-in-Charge.

2Wire crate made of G.I wire filled with boulders with square cut faces against the wire (wire crates to be measured and paid for seperately) in all lead and lift as per direction and to the entire satisfaction of Engineer-in-Charge.

3Fixing of Wire crates made of G.I. wire filled with boulders with square cut faces against the wire (Boulder filling to be measured and paid for seperately) with G.I. wire 5.00mm thick corresponding to (SWG-6) of 15cmx15cm mesh in apron and sloping pitching including carriage of meterials within all leads and lifts as per direction and to the entire satisfaction of Engineer -in-Charge ( the wire crate to be made of GI wire ( 5.00mm thick) R & bwooron and double noted twisted)