Himachal

Cancelled

Works

Civil Works

AR and MO to LWSS Chakloo in GP Chakloo in Tehsil and Distt Chamba HP

HP Irrigation and Public Health

EE JSV Division Tissa | Chamba, Himachal Pradesh

Amount: ₹1.7 LCloses: 7 Oct 2026Closed

Timeline

Published29 Sept 2026
Closed7 Oct 2026
Cancelled12 Oct 2026

Cancellation Details

Cancellation of Tender

Cancellation of TenderCancellation of TenderReason: Minimum Bids Not ReceivedDocument: cancelled_1.pdf

Published 12 Oct 2026

Tender Value

₹1.7 L

EMD Value

₹3,367

Closing Date

7 Oct 2026, 5:00 pmClosed

Tender Inviting Organisation

Name

EE JSV Division Tissa

Address

EE JSV Division Tissa

Work Description

C o RCC Storage tank 10000 Ltrs Cap at village Kandyalu

Tender Information

Tender ID

2026_HPIPH_144686_1

Reference Number

EE-JSD-TSA-EA-I-2026-27- 4221-70 dated- 29-09-2026

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Item Rate

Period of Work

90 days

Location

EE JSV Division Tissa

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical

RequiredCOST OF BID FORM (.pdf)

RequiredEARNEST MONEY (.pdf)

RequiredREG, HPJSV (.pdf)

RequiredLATEST ITR (.pdf)

RequiredGST NO, PAN NO, EPF (.pdf)

RequiredOTHER DOCUMENTS AS PER NIT (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹350

Tender Fee Payable To

EE JSV DIVISION TISSA

EMD Fee Amount

₹3,367

Important Dates

Last Activity

12 Oct 2026

Published

29 Sept 2026

Bid Opening

8 Oct 2026

Download Starts

29 Sept 2026

Download Ends

7 Oct 2026

Submission Starts

29 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (12 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1	Excavation in foundation, trenches etc. in all kinds of soil such as pick work, jumper work, blasting work in soft / hard rock, chiselling in soft / hard including wedging out of a rock where blasting is prohibited and stacking the excavated earth up to all lifts, stacking the excavated soil up to all lead clear from the edge of excavation and then returning the stacked soil in 15 centimeters layers when required in to plinths, sides of foundation etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as per direction and to the entire satisfation of Engineer- in- charge up to leads and lifts.	10.53	Cum	-	-
2Providing and laying cement concrete 1:3:6 (1 cement: 3 sand: 6 graded stone aggregate 40mm nominal size) excluding cost of centring & shuttering in.
2.1	Foundation and Plinth.	1.05	Cum	-	-
3Providing and laying cement concrete 1:1½:3 (1 cement: 1½ sand: 3 graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in.
3.1	Foundation footings bases of columns and the like and mass concrete.	1.05	Cum	-	-
3.2	Walls any thickness but not less than 0.1m including attached pilasters, buttresses, plinth and string courses etc. from top of foundation level upto floor two level)	3.78	Cum	-	-
4Providing form work with steel plates 3.15mm thick welded with angle iron 30x30x5mm so as to give a fair finish including centring, shuttering, strutting and propping etc. with wooden batten and ballies, height of propping and centering below supporting floor to ceiling not exceeding 4 metres and removal of the same for insitu reinforced concrete & plain conrete work in.
4.1	Flat surfaces such as soffits of suspended floors, roofs, landings & the like. (Floors upto 200mm th.)	5.55	Sqm	-	-
4.2	Vertical surfaces such as walls any thickness partition and the like including attached pillasters, buttresses, plinth and string courses and the like.	38.72	Sqm	-	-
5Providing and laying cement concrete work 1:2:4 (1 cement: 2 sand: 4 graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in.

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.02 MB

Cancellation Documents

cancelled_1.pdf

pdf • 0.30 MB

Documents

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Tender Page Snapshot

details.html

html • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 1.28 MB

Work Item Documents

f6.pdf

Tender Documents • 0.56 MB

f8.pdf

Tender Documents • 4.74 MB

BOQ_215203.xls

BOQ • 0.23 MB

tandc.pdf

Additional Documents • 0.37 MB

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Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

Excavation in foundation, trenches etc. in all kinds of soil such as pick work, jumper work, blasting work in soft / hard rock, chiselling in soft / hard including wedging out of a rock where blasting is prohibited and stacking the excavated earth up to all lifts, stacking the excavated soil up to all lead clear from the edge of excavation and then returning the stacked soil in 15 centimeters layers when required in to plinths, sides of foundation etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as per direction and to the entire satisfation of Engineer- in- charge up to leads and lifts.

10.53

Cum

2Providing and laying cement concrete 1:3:6 (1 cement: 3 sand: 6 graded stone aggregate 40mm nominal size) excluding cost of centring & shuttering in.

2.1

Foundation and Plinth.

1.05

Cum

3Providing and laying cement concrete 1:1½:3 (1 cement: 1½ sand: 3 graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in.

3.1

Foundation footings bases of columns and the like and mass concrete.

1.05

Cum

3.2

Walls any thickness but not less than 0.1m including attached pilasters, buttresses, plinth and string courses etc. from top of foundation level upto floor two level)

3.78

Cum

4Providing form work with steel plates 3.15mm thick welded with angle iron 30x30x5mm so as to give a fair finish including centring, shuttering, strutting and propping etc. with wooden batten and ballies, height of propping and centering below supporting floor to ceiling not exceeding 4 metres and removal of the same for insitu reinforced concrete & plain conrete work in.

4.1

Flat surfaces such as soffits of suspended floors, roofs, landings & the like. (Floors upto 200mm th.)

5.55

Sqm

4.2

Vertical surfaces such as walls any thickness partition and the like including attached pillasters, buttresses, plinth and string courses and the like.

38.72

Sqm

5Providing and laying cement concrete work 1:2:4 (1 cement: 2 sand: 4 graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in.