Himachal

Active

Works

Civil Works

RR Damages of WSS Khil Bharyara in Tehsil Joginder Nagar District Mandi H.P SH Co RCC storage tank 25000 ltr capacity at village Padru

HP Irrigation and Public Health

Joginder Nagar | Mandi, Himachal Pradesh

Amount: ₹2.8 LCloses: 30 Sept 20262d left

Timeline

Published21 Sept 2026
Closes30 Sept 2026
Bid Opening1 Oct 2026

Tender Value

₹2.8 L

EMD Value

₹5,687

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 WSS Khil Bharyara in Tehsil Joginder Nagar District Mandi H.P SH Co RCC storage tank 25000 ltr capacity at village Padru

Tender Information

Tender ID

2026_HPIPH_143852_1

Reference Number

EE-JSV-CTR-TA-8019-68 dated 19.09.2026 -4

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Item Rate

Period of Work

90 days

Location

Joginder Nagar

Source Website

Subscribe to view

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

₹5,687

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 (18 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1	Excavation in foundation trenches etc. in earth work lift upto 1.50 mtrs. stacking the excavated soil not more than 3 mtr. Clear from the edge of excavation and then returning the stacked soil in 15cm. Layer when required into plinth sides of foundation etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth all kinds of soil within all leads and lifts and as directed by the Engineer-in-charge.	44.71	Cum	-	-
2	Providing and laying cement concrete 1:4:8 (1cement: 4 sand :8 graded stone aggregate of 40mm nominal size)and curing complete excluding cost of form work including all leads and lifts: a) Foundation and Plinth.	3.14	Cum	-	-
3Providing & laying cement concrete 1:1.5:3 (1 cement 1.5 sand 3 graded stone aggregate 20 mm nominal size) and curing complete excluding cost of from work and reinforcement of RCC work in foundation and plinth with in all leads lifts as per direction and to the entire satisfaction of the Engineer-in-Charge.
3.01	Walls ( any thickness but not less than 0.1 mtr. Thickness) attached pilasters, buttresses, plinth and string courses etc. from top pf foundation level up to floor two level in all leads and lifts.	4.65	Cum	-	-
3.02	In Foundations footing etc.	2.37	Cum	-	-
4	Providing and laying cement concrete 1:2:4 (1cement: 2 sand :4 graded stone aggregate of 20mm nominal size)and curing complete excluding cost of form work including all leads and reinfircement for reinforced concrete work in : Suspended floors, roofs, landing and shelves and their supports balconies, beams, girders, bressummers and cantilevers up to two floor level.	1.35	Cum	-	-
5	Providing tor steel reinforcement for RCC work including bending, binding and placing in position i /c binding wire complete up to floor two level complete in all respectas per direction & to the entire satisfaction of Engineer-in- Charge upto all lead & lifts.	726.3	Kg	-	-
6Providing 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:-
6.01	Vertical Walls ( any thickness but not less than 0.1 mtr. Thickness) attached pilasters, buttresses, plinth and string courses etc. from top pf foundation level up to floor two level in all leads and lifts.	61.94	Sqm	-	-
6.02	Flat surface such as soffits and suspended floors, roofs, landings and the like: Floors etc. up to 200mm in thickness within all leads and lifts	11.7	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_213887.xls

BOQ • 0.25 MB

Ready to Participate?

Download all tender documents and submit your bid

Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .

Loading…

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

Excavation in foundation trenches etc. in earth work lift upto 1.50 mtrs. stacking the excavated soil not more than 3 mtr. Clear from the edge of excavation and then returning the stacked soil in 15cm. Layer when required into plinth sides of foundation etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth all kinds of soil within all leads and lifts and as directed by the Engineer-in-charge.

44.71

Cum

Providing and laying cement concrete 1:4:8 (1cement: 4 sand :8 graded stone aggregate of 40mm nominal size)and curing complete excluding cost of form work including all leads and lifts: a) Foundation and Plinth.

3.14

Cum

3Providing & laying cement concrete 1:1.5:3 (1 cement 1.5 sand 3 graded stone aggregate 20 mm nominal size) and curing complete excluding cost of from work and reinforcement of RCC work in foundation and plinth with in all leads lifts as per direction and to the entire satisfaction of the Engineer-in-Charge.

3.01

Walls ( any thickness but not less than 0.1 mtr. Thickness) attached pilasters, buttresses, plinth and string courses etc. from top pf foundation level up to floor two level in all leads and lifts.

4.65

Cum

3.02

In Foundations footing etc.

2.37

Cum

Providing and laying cement concrete 1:2:4 (1cement: 2 sand :4 graded stone aggregate of 20mm nominal size)and curing complete excluding cost of form work including all leads and reinfircement for reinforced concrete work in : Suspended floors, roofs, landing and shelves and their supports balconies, beams, girders, bressummers and cantilevers up to two floor level.

1.35

Cum

Providing tor steel reinforcement for RCC work including bending, binding and placing in position i /c binding wire complete up to floor two level complete in all respectas per direction & to the entire satisfaction of Engineer-in- Charge upto all lead & lifts.

726.3

6Providing 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:-

6.01

Vertical Walls ( any thickness but not less than 0.1 mtr. Thickness) attached pilasters, buttresses, plinth and string courses etc. from top pf foundation level up to floor two level in all leads and lifts.

61.94

Sqm

6.02

Flat surface such as soffits and suspended floors, roofs, landings and the like: Floors etc. up to 200mm in thickness within all leads and lifts

11.7

Sqm