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Restoration of damages of LWSS Abherni old in JSV Section Sai in Tehsil Baddi District Solan (HP)

HP Irrigation and Public Health

Baddi | Solan, Himachal Pradesh

Amount: ₹10.0 LCloses: 3 Sept 20262d left

Timeline

Published27 Aug 2026
Closes3 Sept 2026
Bid Opening3 Sept 2026

Tender Value

₹10.0 L

EMD Value

₹19,972

Closing Date

3 Sept 2026, 11:00 am2d left

Tender Inviting Organisation

Name

Executive Engineer

Address

Jal Shakti Division Baddi

Work Description

(SH Providing, Laying, Jointing and testing of rising main GMS pipe line of 150 mm dia (MC) at LWSS Abherni Goyla Panner 2nd stage) Under PDNA (9214).

Tender Information

Tender ID

2026_HPIPH_142146_1

Reference Number

NIT No. 18319-419 Dt. 27-08-2026

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Item Rate

Period of Work

30 days

Location

Baddi

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

6 documents required · 6 mandatory

Fee/PreQual/Technical

RequiredEnlistment or thereof renewal in appropriate class of HP JSV (as per NIT) (.pdf)

RequiredCost of Tender Form and Earnest Money (as per NIT) (.pdf)

RequiredLatest ITR with PAN (as per NIT) (.pdf)

RequiredLatest Return of GST and EPF (as per NIT) (.pdf)

RequiredUndertaking of DSC, BOQ and Joint Venture not allowed (as per NIT) (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹350

EMD Fee Amount

₹19,972

Important Dates

Last Activity

27 Aug 2026

Published

27 Aug 2026

Bid Opening

3 Sept 2026

Download Starts

27 Aug 2026

Download Ends

3 Sept 2026

Submission Starts

27 Aug 2026

Clarification Period

27 Aug 2026 - 2 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (2 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1	Excavation in foundation, trenches, etc. in earth work in all kinds of soil such as pick work.jumper work, blasting work, hard blasting and chiselling etc. stacking the excavated soil not more than 3 mtrs. clear from the edge of excavation and then returning the stacked soil in 15cm.layers when required into plinths sides of foundations etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed within all leads and lifts.	165	Cum	-	-
2Providing laying and jointing in trenches GMS of following dia and class meters as specified below jointed with butt welded according to relevant BIS code 816-1969 i/c all short pieces bends, tees and other specials etc. made from parent tubes as applicable for the particular reach and of approved specifications as per site conditions i/c flushing cleaning and hydraulic testing complete to the best satisfaction of the Engineer-in- charge. The laying of pipes should be confirm to BIS code 5822-1970 with all leads and lifts complete in al respects.
2.01	150 mm dia (MC)	500	Rmt.	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.78 MB

Work Item Documents

TandC.pdf

Tender Documents • 0.16 MB

PWD6.pdf

Tender Documents • 0.26 MB

PWD8.pdf

Tender Documents • 0.98 MB

BOQ_211065.xls

BOQ • 1.82 MB

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