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Restoration of rain damages to WSS Bhararu in Tehsil Joginder Nagar Distt Mandi HP SH CO RR masonary retaining wall to protect the complaint cell at Bhararu

HP Irrigation and Public Health

Joginder Nagar | Mandi, Himachal Pradesh

Amount: ₹4.5 LCloses: 30 Sept 20263d left

Timeline

Published21 Sept 2026
Closes30 Sept 2026
Bid Opening1 Oct 2026

Tender Value

₹4.5 L

EMD Value

₹9,082

Closing Date

30 Sept 2026, 5:00 pm3d left

Tender Inviting Organisation

Name

EE JSD CTR

Address

EE JSD CTR

Work Description

Restoration of rain damages to WSS Bhararu in Tehsil Joginder Nagar Distt Mandi HP SH CO RR masonary retaining wall to protect the complaint cell at Bhararu

Tender Information

Tender ID

2026_HPIPH_143821_1

Reference Number

EE-JSV-CTR-TA-8019-68 dated 19.09.2026 -3

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Item Rate

Period of Work

90 days

Location

Joginder Nagar

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

6 documents required · 6 mandatory

Fee/PreQual/Technical

RequiredCost of tender form as per NIT (.pdf)

RequiredEMD as per NIT (.pdf)

RequiredCopy of registration as per NIT (.pdf)

RequiredPAN, GST and ITR (.pdf)

RequiredUndertaking and DSC authorization (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹350

Tender Fee Exemption Allowed

Yes

Tender Fee Payable To

EE CHAUNTRA

EMD Fee Amount

₹9,082

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

21 Sept 2026

Published

21 Sept 2026

Bid Opening

1 Oct 2026

Download Starts

21 Sept 2026

Download Ends

30 Sept 2026

Submission Starts

21 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (3 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1	Excavation in foundation trenches etc in earth work lift up to 1.5 mtrs stacking the excavated soil not more than 3 meters away from the edge of excavation and then returning the stacked soil in 15 cm layers when required in to plinth and sides of foundations, consolidating each deposited layers by raming watering and than deposong of all surplus excavated earth as directed with in a lead of 20 mtrs and neatly dressed complete with in all lead and lifts and to the entire satisfaction of Engineer in charge.	12.32	Cum	-	-
2	Providing and laying cement concrete 1:4:8(1cement:2 sand:4 graded stone agg.20mm nominal size) and curing complete excluding cost of centering and shuttering including all leads and lifts in Foundation and plinth as per the direction and entire satisfaction of Engineer in charge.	3.52	Cum	-	-
3	Random Rubble masonry /polygonal rubble un-coursed /brought two coat with hard stone of approved quality in foundation and above plinth including leveling up cement concrete 1:6:12(1cement:6sand:12graded stone agg.20mm nominal size) in plinth level/super structure. with cm 1:6 (1cement :6sand) including all leads and lifts	45.42	Sqm	-	-

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 • 0.46 MB

Work Item Documents

02Form6.pdf

Tender Documents • 0.22 MB

03Form8.pdf

Tender Documents • 1.40 MB

TermandCondition.pdf

Tender Documents • 0.55 MB

BOQ_213883.xls

BOQ • 0.24 MB

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Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

Excavation in foundation trenches etc in earth work lift up to 1.5 mtrs stacking the excavated soil not more than 3 meters away from the edge of excavation and then returning the stacked soil in 15 cm layers when required in to plinth and sides of foundations, consolidating each deposited layers by raming watering and than deposong of all surplus excavated earth as directed with in a lead of 20 mtrs and neatly dressed complete with in all lead and lifts and to the entire satisfaction of Engineer in charge.

12.32

Cum

Providing and laying cement concrete 1:4:8(1cement:2 sand:4 graded stone agg.20mm nominal size) and curing complete excluding cost of centering and shuttering including all leads and lifts in Foundation and plinth as per the direction and entire satisfaction of Engineer in charge.

3.52

Cum

Random Rubble masonry /polygonal rubble un-coursed /brought two coat with hard stone of approved quality in foundation and above plinth including leveling up cement concrete 1:6:12(1cement:6sand:12graded stone agg.20mm nominal size) in plinth level/super structure. with cm 1:6 (1cement :6sand) including all leads and lifts

45.42

Sqm