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Civil Works - Others

RR Damages of FIS Hydro Kuhl in GP Masoli in Tehsil Joginder Nagar Distt Mandi

HP Irrigation and Public Health

Joginder Nagar | Mandi, Himachal Pradesh

Amount: ₹2.5 LCloses: 30 Sept 20262d left

Timeline

Published21 Sept 2026
Closes30 Sept 2026
Bid Opening1 Oct 2026

Tender Value

₹2.5 L

EMD Value

₹4,944

Closing Date

30 Sept 2026, 5:00 pm2d left

Tender Inviting Organisation

Name

EE JSD CTR

Address

EE JSD CTR

Work Description

RR Damages of FIS Hydro Kuhl in GP Masoli in Tehsil Joginder Nagar Distt Mandi

Tender Information

Tender ID

2026_HPIPH_143931_1

Reference Number

EE-JSV-CTR-TA-8019-68 dated 19.09.2026 -11

Tender Type

Open Tender

Product Category

Civil Works - Others

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 Payable To

EE CHAUNTRA

EMD Fee Amount

₹4,944

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 (5 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.	10.5	Cum	-	-
2	Providing and laying cement concrete 1:4:8(1cement:4sand:8 graded stone agg.40mm nominal size) and curing complete excluding cost of centering and shuttering including all leads and lifts. a) Foundation and plinth	2.93	Cum	-	-
3Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as to give a rough finish including centering shuttering strutting and propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4mtrs.and removal of the same for in situ reinforced concrete and plain concrete work in:-
3.01	Vertical surfaces such as Walls ( any thickness but attached pilasters, buttresses, plinth and string courses etc. and the like complete in all leads and lifts.	55.5	Sqm	-	-
4	Providing and laying cement concrete 1:5:10(1cement:5sand:10 graded stone aggregate of 40mm nominal size) with 15% plum and curing complete excluding cost of form work in retaining walls/breast walls, the size of plums shall usually be 150mm to 300mm as per H.P.P.W.D specification including all leads and lifts	20	Cum	-	-
5	Boulder filling behind the retaining wall as per the direction of Engineer in charge.	9	Cum	-	-

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 • 0.03 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_213987.xls

BOQ • 0.25 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.

10.5

Cum

Providing and laying cement concrete 1:4:8(1cement:4sand:8 graded stone agg.40mm nominal size) and curing complete excluding cost of centering and shuttering including all leads and lifts. a) Foundation and plinth

2.93

Cum

3Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as to give a rough finish including centering shuttering strutting and propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4mtrs.and removal of the same for in situ reinforced concrete and plain concrete work in:-

3.01

Vertical surfaces such as Walls ( any thickness but attached pilasters, buttresses, plinth and string courses etc. and the like complete in all leads and lifts.

55.5

Sqm

Providing and laying cement concrete 1:5:10(1cement:5sand:10 graded stone aggregate of 40mm nominal size) with 15% plum and curing complete excluding cost of form work in retaining walls/breast walls, the size of plums shall usually be 150mm to 300mm as per H.P.P.W.D specification including all leads and lifts

Cum

Boulder filling behind the retaining wall as per the direction of Engineer in charge.

Cum