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Restoration of Rain/Snow damages to WSS Salgran in G.P. Salgran Distt. LS HP

HP Irrigation and Public Health

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

Amount: ₹2.1 LCloses: 15 Jul 20266d left

Tender Value

₹2.1 L

EMD Value

₹4,170

Closing Date

15 Jul 2026, 5:00 pm6d left

Tender Inviting Organisation

Name

Executive Engineer

Address

O/o Executive Engineer Jal Shakti Division Keylong Distt.Lahaul Spiti HP

Work Description

Providing water supply facility to Dhandal (Ghodi Goth) in G.P. Salgran by installation/fixing of M.S. tank 270 Ltrs capacity, P/L/J testing of HDPE pipe 25 mm dia and C/O public stand post 1 No

Tender Information

Tender ID

2026_HPIPH_138128_1

Reference Number

3842-3892 dt 04.07.2026 WSS Salgran

Tender Type

Open Tender

Product Category

Civil Works - Water Works

Period of Work

90 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 fee as per NIT (.pdf)

RequiredCertificate of registration HP Jal Shakti Vibhag in appropriate class and latest renewal as per NIT (.pdf)

RequiredCopy of PAN (Permanent Account No) 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 conditions as per NIT (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹350

Tender Fee Payable To

EE Keylong

EMD Fee Amount

₹4,170

Important Dates

Last Activity

6 Jul 2026

Published

6 Jul 2026

Bid Opening

16 Jul 2026

Download Starts

6 Jul 2026

Download Ends

15 Jul 2026

Submission Starts

6 Jul 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (8 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1	Fixing of M.S. tank 270 Ltr. Capacity (made up of 4mm thick steel plate) with in all lead and lift as per direction and to the entire satisfaction of engineer in charge.	1	No.	-	-
2	Excavation in earth work and disposal of excavated earth upto a lead of 20 metres and lift upto 1.50 metres, disposed earth to be levelled and neatly dressed with in all lead and lift as per the direction of engineer in charge. 100% Pick Work	0.46	Cum.	-	-
3	Providing and laying in position cement concrete 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) of specified grade excluding the cost of centering and shuttering as per the direction of Engineering-in-charge.- All work up to plinth level.	0.29	Cum.	-	-
4	Random rubble masonry/Polygonal rubble masornry (uncoursed/ brought to courses) with hard stone of approved quality in foundation and plinth i/c levelling up with cement conrete 1:6:12 (1 cement:6 sand :12 graded stone aggregate 20 mm nominal size) at plinth level in cement motar 1:6 ( 1 cement:6 sand) including curing complete as per direction and to the antire satiafaction of the Engineer-in- charge in all lead and lifts.	0.57	Cum	-	-
5	Providing and laying in position cement concrete 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) of specified grade excluding the cost of centering and shuttering as per the direction of Engineering-in-charge.- All work up to plinth level.	0.17	Cum.	-	-
6	20 mm cement plaster in single coat on rough side of brick/ stone masonry for interior plastering upto floor two level including arises, internal round angles, chamfers and/or rounded angles not exceeding 80mm in girth and finished even and smooth in C:M 1:3 (1 Cement : 3 sand)	3.83	Sqmt.	-	-
7	Excavating trenches of required width for pipes, cables, etc 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 as per direction and to the antire satiafaction of the Engineer-in- charge	270	Cum.	-	-
8Providing, laying, jointing and testing of HDPE (High Density Polyethlene pipe) preferably of reputed make of following diameter and class confirming to IS 4984-1995 with fusion welding process including all necessary fittings such as Tees, elbows, adapters with metal inserts, redicers, service saddles required as per site conditions & bend leads and lifts to the entire satisfaction of Engineer-in-Charge (earth work in ternches to be mesured and paid separately) (Through Rate)
8.01	HDPE pipe 25 mm dia PN10, PE-80 (Through Rate)	1,500	Rmt	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.43 MB

Work Item Documents

Form6Salgran.pdf

Tender Documents • 0.43 MB

Form8Salgran.pdf

Tender Documents • 1.26 MB

TCSalgran.pdf

Additional Documents • 0.06 MB

BOQ_204572.xls

BOQ • 0.28 MB

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