Tender ID

Himachal

Active

Works

Civil Works

R R of FIS Kupvi in GP Juru shalal Tehsil Kupvi Distt. Shimla HP

HP Irrigation and Public Health

EE Nerwa | Shimla, Himachal Pradesh

Amount: ₹4.6 LCloses: 16 Nov 20265d left

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Timeline

Published4 Nov 2026
Closes16 Nov 2026
Bid Opening16 Nov 2026

Tender Value

₹4.6 L

EMD Value

₹9,267

Closing Date

16 Nov 2026, 11:00 am5d left

Tender Inviting Organisation

Name

JSV Nerwa

Address

JSV Division Nerwa

Work Description

SH C O Head works and removal of slips and C O Anchor Block at various RDs etc under PDNA.

Tender Information

Tender ID

2026_HPIPH_147301_1

Reference Number

No-JSV-ND-CB-Ten/2026 5481-5530

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Item Rate

Period of Work

90 days

Location

EE Nerwa

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

8 documents required · 8 mandatory

Fee/PreQual/Technical

RequiredTender fee as per NIT (.pdf)

RequiredEarnest Money as Per NIT (.pdf)

RequiredRegistration with JSV as Per NIT (.pdf)

RequiredCopy of Income Tax, GST NO as Per NIT (.pdf)

RequiredCopy of EPF and Pan Card,as per NIT (.pdf)

RequiredDSC authorization letter as per NIT (.pdf)

RequiredContractor who have one work in hand not completed those contractor not issue tender form. (.pdf)

Finance

RequiredSchedule of Quantity (.xls)

Fee & Financial Details

Tender Fee Amount

₹500

EMD Fee Amount

₹9,267

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

4 Nov 2026

Published

4 Nov 2026

Bid Opening

16 Nov 2026

Download Starts

4 Nov 2026

Download Ends

16 Nov 2026

Submission Starts

4 Nov 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (6 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Excavation in foundations , trenches etc., in earth work , lift up to 1.50 metres. Stacking the eacavated soil not more than 3 metres clear from the edge of the excavation and then returning the stacked soil in 15 cm. (fifteen centimetres) layers , when required in to plinth and sides of foundations etc., conslolidating each of the disposited layer by ramming and watering and then disposing off all excavated soil as directed with in the load of 20 mtrs. Pick and Jumper work etc. complete as per the direction of the Engineer - in - Charge.
2	Excavation in earth work and disposal of all excavated earth upto all leads and lifts. Disposing earth to be levelled and neatly dressed pick jumper work within all leads and lifts and as directed by the Engineer-in-charge.	5.63	Cum	-	-
3	Removal of slips in all kinds of soil( including saturated soil )but excluding boulders and rocky portion requiring blasting upto a distance of 20 metres disposing of un-serviceable materials, stacking serviceable materials and neatly dressing the surface.	238	Cum	-	-
4Providing & laying CC 1:2:4 1cement:2 sand 4 graded aggregates 20mm nominal size curing complete excluding cost of form work & reinforcement for RCC work in:- with in all leads and lifts as per the directions of the Engineer in charge.
4.01	foundation footing and bases of columns & like mass concrete.	-	Cum	-	-
5Providing form work with steel plates 3.15mm thick so as to give fair finish I/c centering shuttering propping etc. height of propping below supporting floor to ceiling not exceeding 4mt. Height & removal of same in situ reinforce ment concrete and plain concrete work in :-
5.01	Vertical surface such as walls(any thickness) partitions and the like including attached pillasters, butteresses, plinth and string courses and the like.	-	Sqm	-	-
6Providing mild steel/tor steel reinforcement I/c bending binding and placing in position complete
7Providing & Laying cement concrete 1:3:6(1ccement :3 sand: 6 graded stone aggregate 20 mm nominal size) and curing complete excluding cost of form work in foundation and plinth in all leads and lifts as per the directions of the Engineer in charge.
8	Wire crates made of GI wire filled with boulders with square cut faces against the wire (boulder filling to be measured and paid for separately , with in all leads and lifts as per the direction of the Engineer - in - Charge. GI wire 5 mm thick corresponding to SWG-6 15x15 mesh.	93.76	Sqm	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 2.26 MB

Work Item Documents

F6.pdf

Tender Documents • 0.09 MB

F7and8.pdf

Tender Documents • 2.85 MB

termscondition.pdf

Tender Documents • 0.01 MB

BOQ_219876.xls

BOQ • 0.35 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Excavation in foundations , trenches etc., in earth work , lift up to 1.50 metres. Stacking the eacavated soil not more than 3 metres clear from the edge of the excavation and then returning the stacked soil in 15 cm. (fifteen centimetres) layers , when required in to plinth and sides of foundations etc., conslolidating each of the disposited layer by ramming and watering and then disposing off all excavated soil as directed with in the load of 20 mtrs. Pick and Jumper work etc. complete as per the direction of the Engineer - in - Charge.
2	Excavation in earth work and disposal of all excavated earth upto all leads and lifts. Disposing earth to be levelled and neatly dressed pick jumper work within all leads and lifts and as directed by the Engineer-in-charge.	5.63	Cum	-	-
3	Removal of slips in all kinds of soil( including saturated soil )but excluding boulders and rocky portion requiring blasting upto a distance of 20 metres disposing of un-serviceable materials, stacking serviceable materials and neatly dressing the surface.	238	Cum	-	-
4Providing & laying CC 1:2:4 1cement:2 sand 4 graded aggregates 20mm nominal size curing complete excluding cost of form work & reinforcement for RCC work in:- with in all leads and lifts as per the directions of the Engineer in charge.
4.01	foundation footing and bases of columns & like mass concrete.	-	Cum	-	-
5Providing form work with steel plates 3.15mm thick so as to give fair finish I/c centering shuttering propping etc. height of propping below supporting floor to ceiling not exceeding 4mt. Height & removal of same in situ reinforce ment concrete and plain concrete work in :-
5.01	Vertical surface such as walls(any thickness) partitions and the like including attached pillasters, butteresses, plinth and string courses and the like.	-	Sqm	-	-
6Providing mild steel/tor steel reinforcement I/c bending binding and placing in position complete
7Providing & Laying cement concrete 1:3:6(1ccement :3 sand: 6 graded stone aggregate 20 mm nominal size) and curing complete excluding cost of form work in foundation and plinth in all leads and lifts as per the directions of the Engineer in charge.
8	Wire crates made of GI wire filled with boulders with square cut faces against the wire (boulder filling to be measured and paid for separately , with in all leads and lifts as per the direction of the Engineer - in - Charge. GI wire 5 mm thick corresponding to SWG-6 15x15 mesh.	93.76	Sqm	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Excavation in foundations , trenches etc., in earth work , lift up to 1.50 metres. Stacking the eacavated soil not more than 3 metres clear from the edge of the excavation and then returning the stacked soil in 15 cm. (fifteen centimetres) layers , when required in to plinth and sides of foundations etc., conslolidating each of the disposited layer by ramming and watering and then disposing off all excavated soil as directed with in the load of 20 mtrs. Pick and Jumper work etc. complete as per the direction of the Engineer - in - Charge.

Excavation in earth work and disposal of all excavated earth upto all leads and lifts. Disposing earth to be levelled and neatly dressed pick jumper work within all leads and lifts and as directed by the Engineer-in-charge.

5.63

Cum

Removal of slips in all kinds of soil( including saturated soil )but excluding boulders and rocky portion requiring blasting upto a distance of 20 metres disposing of un-serviceable materials, stacking serviceable materials and neatly dressing the surface.

238

Cum

4Providing & laying CC 1:2:4 1cement:2 sand 4 graded aggregates 20mm nominal size curing complete excluding cost of form work & reinforcement for RCC work in:- with in all leads and lifts as per the directions of the Engineer in charge.

4.01

foundation footing and bases of columns & like mass concrete.

Cum

5Providing form work with steel plates 3.15mm thick so as to give fair finish I/c centering shuttering propping etc. height of propping below supporting floor to ceiling not exceeding 4mt. Height & removal of same in situ reinforce ment concrete and plain concrete work in :-

5.01

Vertical surface such as walls(any thickness) partitions and the like including attached pillasters, butteresses, plinth and string courses and the like.

Sqm

6Providing mild steel/tor steel reinforcement I/c bending binding and placing in position complete

7Providing & Laying cement concrete 1:3:6(1ccement :3 sand: 6 graded stone aggregate 20 mm nominal size) and curing complete excluding cost of form work in foundation and plinth in all leads and lifts as per the directions of the Engineer in charge.

Wire crates made of GI wire filled with boulders with square cut faces against the wire (boulder filling to be measured and paid for separately , with in all leads and lifts as per the direction of the Engineer - in - Charge. GI wire 5 mm thick corresponding to SWG-6 15x15 mesh.

93.76

Sqm