Himachal

Cancelled

Works

Civil Works

Restoration of Rain Damages to LWSS Ghamber Khad in GP Kothi Gehri in Tehsil Balh Distt. Mandi (H.P).

HP Irrigation and Public Health

Baggi | Mandi, Himachal Pradesh

Amount: ₹6.8 LCloses: 23 Jun 2026Closed

Timeline

Published13 Jun 2026
Closed23 Jun 2026
Cancelled3 Jul 2026

Cancellation Details

Cancellation of Tender

Tender cancelledoffice orderReason: No Bids receivedDocument: cancelled_1.pdf

Published 3 Jul 2026

Tender Value

₹6.8 L

EMD Value

₹13,700

Closing Date

23 Jun 2026, 10:00 amClosed

Tender Inviting Organisation

Name

Address

Executive Engineer JS Division Baggi Distt. Mandi H.P.

Work Description

as per BOQ

Tender Information

Tender ID

2026_HPIPH_136486_1

Reference Number

EE-JSD-BGI-TA-Tender/2026- 6213-6312 dt. 11/6/2026

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Item Rate

Period of Work

90 days

Location

Baggi

Source Website

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Eligibility / Pre-Qualification

as per NIT

Documents Required

6 documents required · 6 mandatory

Fee/PreQual/Technical

RequiredALL PAYMENT REGARDING PURCHASE OF BID DOCUMENT AND EMD AS REQUIRED NIT CONDITIO NO. 22(I)(I) (.pdf)

RequiredREGISTRATION WITH JSV IN APPROPRIATE CLASS AND LATEST RENEWAL. (.pdf)

RequiredPAN NO. , GST REGISTRATION AND LATEST ITR (.pdf)

RequiredSCANNED COPY OF UNDERTAKING AS REQUIRED NIT CONDITION NO. 22 (I) (IV) (.pdf)

RequiredAUTHORIZATION LETTER REGARDING DSC OF THE PERSON AUTHORIZED BY THE REGISTERED TENDERER. (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹350

EMD Fee Amount

₹13,700

Important Dates

Last Activity

3 Jul 2026

Published

13 Jun 2026

Bid Opening

23 Jun 2026

Download Starts

13 Jun 2026

Download Ends

23 Jun 2026

Submission Starts

13 Jun 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (4 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1	Excavation in foundation and trenches etc. in earth work in all kind of soils such as pick work jumper work,saturated soil including blasting soft/hard rock, chiseling soft/hard rock where blasting is prohibited in all lifts including trimming and dressing of sides, levelling of bed, stacking the excavated soil clear from the edge of excavation and then returning the excavated soil in 15cm. layers when required into plinths,side of foundations etc including consolidating each deposited layer by ramming , watering and then disposing of all surplus excavated soil as directed in all leads & lifts and shoring strutting, timbering where ever required complete in all respect with in all leads & lifts as per direction & entire satisfaction of the Engineer-in-Charge.	15	Cum	-	-
2	Wire crates of GI wire filled with bolders with square cut faces against the wire (wire crates to be measured and paid for separately) including carriage of material with in all leads and lifts as per the direction and satisfaction of Engineer-in-Charge.	164.08	Cum	-	-
3	Wire crates of GI wire filled with bolders with square cut faces against the wire (Boulder filling to be measured and paid for separately) GI wire 5 mm thick corresponding to SWG-6, 15 Cm x 15 Cm mesh including carriage of material with in all leads and lifts as per the direction and satisfaction of Engineer-in-Charge.	984.38	Sqm	-	-
4	Boulder / Stone filling behind Retaining wall / Crate wall complete with in all leads and lifts as per the direction and satisfaction of Engineer-in-Charge.	3.83	Cum	-	-

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.02 MB

Cancellation Documents

cancelled_1.pdf

pdf • 3.29 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 • 0.66 MB

Work Item Documents

FORM6_1.pdf

Tender Documents • 0.65 MB

TC.pdf

Tender Documents • 0.14 MB

BOQ_202015.xls

BOQ • 2.17 MB

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Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

Excavation in foundation and trenches etc. in earth work in all kind of soils such as pick work jumper work,saturated soil including blasting soft/hard rock, chiseling soft/hard rock where blasting is prohibited in all lifts including trimming and dressing of sides, levelling of bed, stacking the excavated soil clear from the edge of excavation and then returning the excavated soil in 15cm. layers when required into plinths,side of foundations etc including consolidating each deposited layer by ramming , watering and then disposing of all surplus excavated soil as directed in all leads & lifts and shoring strutting, timbering where ever required complete in all respect with in all leads & lifts as per direction & entire satisfaction of the Engineer-in-Charge.

Cum

Wire crates of GI wire filled with bolders with square cut faces against the wire (wire crates to be measured and paid for separately) including carriage of material with in all leads and lifts as per the direction and satisfaction of Engineer-in-Charge.

164.08

Cum

Wire crates of GI wire filled with bolders with square cut faces against the wire (Boulder filling to be measured and paid for separately) GI wire 5 mm thick corresponding to SWG-6, 15 Cm x 15 Cm mesh including carriage of material with in all leads and lifts as per the direction and satisfaction of Engineer-in-Charge.

984.38

Sqm

Boulder / Stone filling behind Retaining wall / Crate wall complete with in all leads and lifts as per the direction and satisfaction of Engineer-in-Charge.

3.83

Cum