Tender ID

Himachal

To Be Opened

Works

Civil Works

Restoration of rain damages to WSS Badah Shillirajgiri Bhullang and Balh Phase III in Tehsil Bhuntar Distt. Kullu (H.P) G.P Balh I

HP Irrigation and Public Health

Bhunter | Kullu, Himachal Pradesh

Amount: ₹1.7 LCloses: 11 Apr 2026Closed

Timeline

Published2 Apr 2026
Closed11 Apr 2026
Bid Opening13 Apr 2026

Tender Value

₹1.7 L

EMD Value

₹3,500

Closing Date

11 Apr 2026, 5:00 pmClosed

Tender Inviting Organisation

Name

Executive Engineer

Address

Jal Shakti Division Kullu

Work Description

SH Repair of wire crate embankment.) SDF.2025.360

Tender Information

Tender ID

2026_HPIPH_133203_1

Reference Number

15021-15071 WSS Badah

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Item Rate

Period of Work

60 days

Location

Bhunter

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

6 documents required · 6 mandatory

Fee/PreQual/Technical

RequiredEarnest Money and Cost of tender as per NIT (.pdf)

RequiredCertificate of registration as per NIT (.pdf)

RequiredCopy of PAN No, GST and EPF registration as per NIT (.pdf)

RequiredScanned copy of undertaking that i have carefully studied all the Terms and Condition as per NIT (.pdf)

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

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹350

Tender Fee Payable To

Executive Engineer

EMD Fee Amount

₹3,500

Important Dates

Last Activity

2 Apr 2026

Published

2 Apr 2026

Bid Opening

13 Apr 2026

Download Starts

2 Apr 2026

Download Ends

11 Apr 2026

Submission Starts

2 Apr 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (3 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
-	Excavation in foundation trenches etc. in earth work lift upto 1.50 mtrs.stacking the excavated soil not more than 3 mtr. Clear from the edge ofexcavation and then returning the stacked soil in 15cm. Layer required into plinth sides of foundation etc. consolidating each depositedwhenlayer by ramming and watering and then disposing of all surplus excavated earth all kinds of soil complete in all respect with in all leads and lifts and as per the direction and to the entire satisfaction of Engineer-in-charge.	-	Cum.	-	-
-	Wire crate made filled with boulder with square cut face against the wire. (boulder filling to be measured and paid seperately ) with GI wire corresponding to SWG-6 of 15x15 mm mesh complete in all respect with in all leads and lifts and as per the direction and to the entire satisfaction of Engineer-in-charge.	-	Sqm	-	-
-	Wire crate made filled with boulder with square cut face against the wire. The weight of boulder not less than18 Kg and to the entire satisfaction of Engineer in charge ( wire crate to be measured and paid separately ) complete in all respect with in all leads and lifts and as per the direction and to the entire satisfaction of Engineer-in-charge.	-	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 • 0.35 MB

Work Item Documents

FORMEIGHT.pdf

Tender Documents • 0.59 MB

BOQ_196991.xls

BOQ • 0.25 MB

FORMSIX.pdf

Tender Documents • 0.22 MB

TERMANDCONDITION.pdf

Tender Documents • 0.34 MB

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Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

Excavation in foundation trenches etc. in earth work lift upto 1.50 mtrs.stacking the excavated soil not more than 3 mtr. Clear from the edge ofexcavation and then returning the stacked soil in 15cm. Layer required into plinth sides of foundation etc. consolidating each depositedwhenlayer by ramming and watering and then disposing of all surplus excavated earth all kinds of soil complete in all respect with in all leads and lifts and as per the direction and to the entire satisfaction of Engineer-in-charge.

Cum.

Wire crate made filled with boulder with square cut face against the wire. (boulder filling to be measured and paid seperately ) with GI wire corresponding to SWG-6 of 15x15 mm mesh complete in all respect with in all leads and lifts and as per the direction and to the entire satisfaction of Engineer-in-charge.

Sqm

Wire crate made filled with boulder with square cut face against the wire. The weight of boulder not less than18 Kg and to the entire satisfaction of Engineer in charge ( wire crate to be measured and paid separately ) complete in all respect with in all leads and lifts and as per the direction and to the entire satisfaction of Engineer-in-charge.

Cum.