Himachal

Cancelled

Works

Civil Works - Others

Restoration of rain damages to WSS Khab Kandolu Sanwal in GP Sanwal in Tehsil Churah Distt Chamba HP

HP Irrigation and Public Health

EE JSV Division Tissa | Chamba, Himachal Pradesh

Amount: ₹3.3 LCloses: 20 Aug 2026Closed

Timeline

Published11 Aug 2026
Closed20 Aug 2026
Cancelled25 Aug 2026

Cancellation Details

Cancellation of Tender

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

Published 25 Aug 2026

Tender Value

₹3.3 L

EMD Value

₹6,613

Closing Date

20 Aug 2026, 11:00 amClosed

Tender Inviting Organisation

Name

EE JSV Division Tissa

Address

EE JSV Division Tissa

Work Description

C o RCC Storage tank 25000 Ltrs Cap 1 No

Tender Information

Tender ID

2026_HPIPH_141007_1

Reference Number

EE-JSD-TSA-EA-I-2026-27- 3112-61 dated- 11-08-2026

Tender Type

Open Tender

Product Category

Civil Works - Others

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

6 documents required · 6 mandatory

Fee/PreQual/Technical

RequiredCOST OF BID FORM (.pdf)

RequiredEARNEST MONEY (.pdf)

RequiredCOPY OF REG, HPJSV (.pdf)

RequiredLATEST ITR (.pdf)

RequiredGST NO, PAN NO, EPF (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹350

EMD Fee Amount

₹6,613

Important Dates

Last Activity

25 Aug 2026

Published

11 Aug 2026

Bid Opening

21 Aug 2026

Download Starts

11 Aug 2026

Download Ends

20 Aug 2026

Submission Starts

11 Aug 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (13 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1	Excavation in forundation trenches etc. in earth work in all kinds of soil such as pick work , jumper work, blasting work in soft/hard rock by blasting & chiselling where blasting is probibitted including dewatering in saturated soil upto all leads & lifts stacking the excavated soil/ material in all leads and lifts clear from the edge of the excavation and then returning the stacked soil in all layers by ramming and watering and then disposing of all surplus excavated earth/ material as directed with in all leads and lifts asper the directing within all leads & lifts asper the direction of the Engineer-in-charge,	14.32	Cum	-	-
2	Providing and laying cement concrete 1:3:6(1 cement :3 Sand :6 Graded stone agregate 20 mm nominal size and curing complete excluding cost of form work in foundation and plinth	2.39	Cum	-	-
3Providing and laying cement concr!e 1:1/5:3 ( 1 cement:1/5 sand: 3 graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work in:-
3.1	(a) foundation and plinth involvingall leads and lifts	1.59	Cum	-	-
3.2	(b) wall (any thickness but not less than 0.1 mt.thickness)attached plasters butterness,plinth and string couresess etc.from top of foundation level up to floor two level .	5.82	Cum	-	-
4	P/L cement concrete work 1:2:4(1cement:2sand:4graded stone aggregate 20mm nominal size)and curing complet excluding the cost of form work and reinforcemnet work,in suspended floor,roofs,landing and shelves and tdheir support Balconies,Beams,girders,bressumers and contilevers upto floor two level as per the direction and entire satisfaction of Engineer-in-Charge.	1.36	Cum	-	-
5Providing from work with steel plates 3:15mm thick with steel plates welded with angle iron frames 30x30x5mm so as to give fair finish including centering, shuttering, strutting and propping etc. wooden battens and ballies height of propping & centering below supporting floor to ceiling not exceeding 4 mtr and removal of the same for in situ reinforced concrete & plain concrete work in .
5.1	(a) Flat surface such as soffits and suspended floor roots,landing and the like floors etc.up to 200mm thickness involving all leads and lifts.	11.95	Sqm	-	-
5.2	(ii) vertical surface such as walls ( any thickness)portitions and the like including attched pillasters, buttresses, plinth and string courses and the like	77.64	Sqm	-	-
5.3	Edge of slab brakes in floors and walls under 20 cm wide including all leads and lifts as per the directions of Enginer in charge.	13.2	Rmt	-	-

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.02 MB

Cancellation Documents

cancelled_1.pdf

pdf • 0.49 MB

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 • 1.40 MB

Work Item Documents

f6.pdf

Tender Documents • 0.56 MB

f8.pdf

Tender Documents • 4.74 MB

BOQ_209283.xls

BOQ • 0.28 MB

tandc.pdf

Additional Documents • 0.37 MB

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Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

Excavation in forundation trenches etc. in earth work in all kinds of soil such as pick work , jumper work, blasting work in soft/hard rock by blasting & chiselling where blasting is probibitted including dewatering in saturated soil upto all leads & lifts stacking the excavated soil/ material in all leads and lifts clear from the edge of the excavation and then returning the stacked soil in all layers by ramming and watering and then disposing of all surplus excavated earth/ material as directed with in all leads and lifts asper the directing within all leads & lifts asper the direction of the Engineer-in-charge,

14.32

Cum

Providing and laying cement concrete 1:3:6(1 cement :3 Sand :6 Graded stone agregate 20 mm nominal size and curing complete excluding cost of form work in foundation and plinth

2.39

Cum

3Providing and laying cement concr!e 1:1/5:3 ( 1 cement:1/5 sand: 3 graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work in:-

3.1

(a) foundation and plinth involvingall leads and lifts

1.59

Cum

3.2

(b) wall (any thickness but not less than 0.1 mt.thickness)attached plasters butterness,plinth and string couresess etc.from top of foundation level up to floor two level .

5.82

Cum

P/L cement concrete work 1:2:4(1cement:2sand:4graded stone aggregate 20mm nominal size)and curing complet excluding the cost of form work and reinforcemnet work,in suspended floor,roofs,landing and shelves and tdheir support Balconies,Beams,girders,bressumers and contilevers upto floor two level as per the direction and entire satisfaction of Engineer-in-Charge.

1.36

Cum

5Providing from work with steel plates 3:15mm thick with steel plates welded with angle iron frames 30x30x5mm so as to give fair finish including centering, shuttering, strutting and propping etc. wooden battens and ballies height of propping & centering below supporting floor to ceiling not exceeding 4 mtr and removal of the same for in situ reinforced concrete & plain concrete work in .

5.1

(a) Flat surface such as soffits and suspended floor roots,landing and the like floors etc.up to 200mm thickness involving all leads and lifts.

11.95

Sqm

5.2

(ii) vertical surface such as walls ( any thickness)portitions and the like including attched pillasters, buttresses, plinth and string courses and the like

77.64

Sqm

5.3

Edge of slab brakes in floors and walls under 20 cm wide including all leads and lifts as per the directions of Enginer in charge.

13.2

Rmt