Tender ID

Himachal

Active

Works

Repair and Maintenance Works

Restoration of Rain Damages of LWSS to Group of villages in GP Ropri Chowk Parsadha Hawani and Janhel in Tehsil Sarkaghat Distt Mandi HP

HP Irrigation and Public Health

Sarkaghat | Mandi, Himachal Pradesh

Amount: ₹1.5 LCloses: 13 Nov 20262d left

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Timeline

Published3 Nov 2026
Closes13 Nov 2026
Bid Opening16 Nov 2026

Tender Value

₹1.5 L

EMD Value

₹2,932

Closing Date

13 Nov 2026, 5:00 pm2d left

Tender Inviting Organisation

Name

Executive Engineer JS Division Sarkaghat

Address

Executive Engineer JS Division Sarkaghat

Work Description

Repair and strengthening of 200 mm dia Rising Main MSERW pipes including circumferential butt welded joints by electrical arc welding Under PDNA

Tender Information

Tender ID

2026_HPIPH_147186_1

Reference Number

8110-60 dt. 03.11.2026

Tender Type

Open Tender

Product Category

Repair and Maintenance Works

Form of Contract

Item Rate

Period of Work

90 days

Location

Sarkaghat

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical

RequiredThe Cost of Tender Fee in favour of Executive Engineer, Jal Shakti Division Sarkaghat, Both mode (.pdf)

RequiredThe earnest money in favour of Executive Engineer, Jal Shakti Division Sarkaghat, Both mode. (.pdf)

RequiredCertificate of Registration with Jal Shakti Vibhag in appropriate class and latest renewal thereof (.pdf)

RequiredPAN/Latest Income Tax return/EPF/GST registration (.pdf)

RequiredThe authorization letter regarding digital signature certificate (DSC) of the person authorized (.pdf)

RequiredUndertaking that I have carefully studied tender documents (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹350

Tender Fee Payable To

Executive Engineer JS Division Sarkaghat

EMD Fee Amount

₹2,932

Important Dates

Last Activity

3 Nov 2026

Published

3 Nov 2026

Bid Opening

16 Nov 2026

Download Starts

3 Nov 2026

Download Ends

13 Nov 2026

Submission Starts

3 Nov 2026

Bill of Quantities

Item RateBoQ_Ver4.0INR

BoQ1 (3 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1	Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (Not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms lift up to 1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed with in a lead of 50 m. (all kind of soil).	23.4	Cum	-	-
2Providing circumferential butt welded joints by electrical arc welding to MSERW pipe having following dia of pipe wall thickness welded in requisite number of weld runs so as to achieve the minimum effective throat thickness of weld conforming to IS: 816-1969 specifications, by using welding electrodes of 2.5 mm to 6.3 mm of Advani Oerlikon (Adore)-CITOJET/ESAB make, conforming to IS 814-1991 including Die pentration test, at site of work complete in all respects, including manual/machanical handling of pipe in all leads and lifts to the entire satisfaction of Engineer in charge.
2.01	200 mm dia MSERW pipe	65	Joint	-	-
3Cutting at site of MSERW pipe of following dia meters with grinding cutting complete in all respect in all leads and lifts to the entire satisfaction of the engineer-in-charge.
3.01	200 mm dia MSERW Pipe.	16	Each	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.51 MB

Work Item Documents

form6.pdf

Tender Documents • 0.70 MB

form8.pdf

Tender Documents • 1.49 MB

conditions.pdf

Tender Documents • 0.42 MB

BOQ_219696.xls

BOQ • 0.34 MB

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Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (Not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms lift up to 1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed with in a lead of 50 m. (all kind of soil).

23.4

Cum

2Providing circumferential butt welded joints by electrical arc welding to MSERW pipe having following dia of pipe wall thickness welded in requisite number of weld runs so as to achieve the minimum effective throat thickness of weld conforming to IS: 816-1969 specifications, by using welding electrodes of 2.5 mm to 6.3 mm of Advani Oerlikon (Adore)-CITOJET/ESAB make, conforming to IS 814-1991 including Die pentration test, at site of work complete in all respects, including manual/machanical handling of pipe in all leads and lifts to the entire satisfaction of Engineer in charge.

2.01

200 mm dia MSERW pipe

Joint

3Cutting at site of MSERW pipe of following dia meters with grinding cutting complete in all respect in all leads and lifts to the entire satisfaction of the engineer-in-charge.

3.01

200 mm dia MSERW Pipe.

Each