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Restoration of rain/snow damages to various WSS in JS Section Kirting, Distt. L S (HP)

HP Irrigation and Public Health

Jal Shakti Division Keylong Lahaul Spiti HP | Lahul And Spiti, Himachal Pradesh

Amount: ₹2.1 LCloses: 12 Oct 20265d left

Timeline

Published1 Oct 2026
Closes12 Oct 2026
Bid Opening13 Oct 2026

Tender Value

₹2.1 L

EMD Value

₹4,260

Closing Date

12 Oct 2026, 5:00 pm5d left

Tender Inviting Organisation

Name

Executive Engineer

Address

Executive Engineer Jal Shakti Division Keylong Distt.Lahaul Spiti HP

Work Description

Providing, laying, joining and testing of HDPE pipe 25mm dia from RD 0 to 1500m in village Chowkhang

Tender Information

Tender ID

2026_HPIPH_144776_1

Reference Number

6868-6918 dt 30.09.2026JS Section Kriting

Tender Type

Open Tender

Product Category

Civil Works - Water Works

Form of Contract

Item Rate

Period of Work

60 days

Location

Jal Shakti Division Keylong Lahaul Spiti HP

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

8 documents required · 8 mandatory

Fee/PreQual/Technical

RequiredEarnest Money as per NIT (.pdf)

RequiredCost of tender form fee as per NIT (.pdf)

RequiredCertificate of registration with Himachal Pradesh Jal Shakti Vibhag in appropriate class as per NIT (.pdf)

RequiredCopy of PAN (Permanent Account No) and GST Registration as per NIT (.pdf)

RequiredCopy of income tax return of latest financial year As per NIT (.pdf)

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

RequiredScanned copy to undertaking that I have carefully studied all the terms and conditions as per NIT (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹350

Tender Fee Payable To

EE Keylong

EMD Fee Amount

₹4,260

Important Dates

Last Activity

1 Oct 2026

Published

1 Oct 2026

Bid Opening

13 Oct 2026

Download Starts

1 Oct 2026

Download Ends

12 Oct 2026

Submission Starts

1 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (2 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1	Excavating trenches of required width for pipes, cables, etc not exceeding 80 mm dia. including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including gettingout the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc.and disposing of surplus excavated soil as directed, within a lead of 50 m complete in all respect with in all leads and lifts as per direction of Engineer-in-Charge. (All kind of soil)	283.5	Cum	-	-
2Providing, laying, jointing and testing in trenches of High Density Polyethylene (HDPE) pipes conforming to IS 4984:2016, of the required grade and working pressure, complete with fittings such as tees, elbows, adapters with metal inserts, reducers and service saddles, as required at site, including jointing of pipes and fittings by electrofusion welding machine, complete in all respects, including all leads and lifts, as per the directions and to the entire satisfaction of the Engineer-in-Charge. (Earthwork in trenches shall be measured and paid for separately.)
2.01	HDPE Pipe, 25 mm ND, PN-10, PE-80	1,500	Rmt	-	-

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 • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 3.51 MB

Work Item Documents

Form6KirtingChowkhang.pdf

Tender Documents • 0.43 MB

Form8KirtingChowkhang.pdf

Tender Documents • 1.25 MB

TCKritingChowkhang.pdf

Additional Documents • 0.32 MB

BOQ_215399.xls

BOQ • 0.28 MB

Ready to Participate?

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Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

Excavating trenches of required width for pipes, cables, etc not exceeding 80 mm dia. including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including gettingout the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc.and disposing of surplus excavated soil as directed, within a lead of 50 m complete in all respect with in all leads and lifts as per direction of Engineer-in-Charge. (All kind of soil)

283.5

Cum

2Providing, laying, jointing and testing in trenches of High Density Polyethylene (HDPE) pipes conforming to IS 4984:2016, of the required grade and working pressure, complete with fittings such as tees, elbows, adapters with metal inserts, reducers and service saddles, as required at site, including jointing of pipes and fittings by electrofusion welding machine, complete in all respects, including all leads and lifts, as per the directions and to the entire satisfaction of the Engineer-in-Charge. (Earthwork in trenches shall be measured and paid for separately.)

2.01

HDPE Pipe, 25 mm ND, PN-10, PE-80

1,500

Rmt