Himachal

Active

Works

Civil Works

RR of AE office cum Residence at JSV Sub Division Kupvi Distt Shimla HP

HP Irrigation and Public Health

EE Nerwa | Shimla, Himachal Pradesh

Amount: ₹12.6 LCloses: 3 Oct 20266d left

Timeline

Published24 Sept 2026
Closes3 Oct 2026
Bid Opening3 Oct 2026

Tender Value

₹12.6 L

EMD Value

₹25,141

Closing Date

3 Oct 2026, 11:00 am6d left

Tender Inviting Organisation

Name

JSV Nerwa

Address

Executive Engineer Nerwa

Work Description

SH Renovation of CGI Roof of AE office Residence at SD Kupvi

Tender Information

Tender ID

2026_HPIPH_144245_1

Reference Number

No-JSV-ND-CB-Ten/2026 4406-4455

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

7 documents required · 7 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)

Finance

RequiredSchedule of Quantity (.xls)

Fee & Financial Details

Tender Fee Amount

₹500

EMD Fee Amount

₹25,141

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

24 Sept 2026

Published

24 Sept 2026

Bid Opening

3 Oct 2026

Download Starts

24 Sept 2026

Download Ends

3 Oct 2026

Submission Starts

24 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (12 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Providing & laying CC 1:2:41cement:2 sand 4 graded aggregates 20mm nominal size curing complete excluding cost of form work & reinforcement for RCC work in:-
1.01	Column.pillar & post upto floor two level	2.19	Cum	-	-
1.02	Landing shalves & their support balconies,beams, girders bressumers cantilevers upto floor two level	18.72	Cum	-	-
2Providing 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 :-
2.01	Column.pillar & post upto floor two level square, rectangular& polygonal in plan.	29.16	Sqmt	-	-
2.02	Beams, cantilever Girders& lintals sides&soffits of beams, beams,haunching cantilever girders not exceeding 1mtr. Depth.	28.8	Sqmt	-	-
2.03	Flat surfaces such as soffits of suspended floor roofs landing& lick floor etc.	144	Sqmt	-	-
2.04	Edges of slabs and breaks in floors and walls under 20 cm wide.	56	Sqmt	-	-
3	Providing mild steel/tor steel reinforcement I/c bending binding and placing in position complete	1,568.25	Kg	-	-
4	Dismentling of damaged roofing i/c cutting of welded joints in all respect complete with all accesoriees as required as per the direction of Engineer-in-charge.	1	Job	-	-

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 • 1.71 MB

Work Item Documents

F6.pdf

Tender Documents • 0.35 MB

termscondition.pdf

Tender Documents • 0.01 MB

BOQ_214481.xls

BOQ • 0.31 MB

F7and8.pdf

Tender Documents • 2.82 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Providing & laying CC 1:2:41cement:2 sand 4 graded aggregates 20mm nominal size curing complete excluding cost of form work & reinforcement for RCC work in:-
1.01	Column.pillar & post upto floor two level	2.19	Cum	-	-
1.02	Landing shalves & their support balconies,beams, girders bressumers cantilevers upto floor two level	18.72	Cum	-	-
2Providing 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 :-
2.01	Column.pillar & post upto floor two level square, rectangular& polygonal in plan.	29.16	Sqmt	-	-
2.02	Beams, cantilever Girders& lintals sides&soffits of beams, beams,haunching cantilever girders not exceeding 1mtr. Depth.	28.8	Sqmt	-	-
2.03	Flat surfaces such as soffits of suspended floor roofs landing& lick floor etc.	144	Sqmt	-	-
2.04	Edges of slabs and breaks in floors and walls under 20 cm wide.	56	Sqmt	-	-
3	Providing mild steel/tor steel reinforcement I/c bending binding and placing in position complete	1,568.25	Kg	-	-
4	Dismentling of damaged roofing i/c cutting of welded joints in all respect complete with all accesoriees as required as per the direction of Engineer-in-charge.	1	Job	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Providing & laying CC 1:2:41cement:2 sand 4 graded aggregates 20mm nominal size curing complete excluding cost of form work & reinforcement for RCC work in:-

1.01

Column.pillar & post upto floor two level

2.19

Cum

1.02

Landing shalves & their support balconies,beams, girders bressumers cantilevers upto floor two level

18.72

Cum

2Providing 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 :-

2.01

Column.pillar & post upto floor two level square, rectangular& polygonal in plan.

29.16

Sqmt

2.02

Beams, cantilever Girders& lintals sides&soffits of beams, beams,haunching cantilever girders not exceeding 1mtr. Depth.

28.8

Sqmt

2.03

Flat surfaces such as soffits of suspended floor roofs landing& lick floor etc.

144

Sqmt

2.04

Edges of slabs and breaks in floors and walls under 20 cm wide.

Sqmt

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

1,568.25

Dismentling of damaged roofing i/c cutting of welded joints in all respect complete with all accesoriees as required as per the direction of Engineer-in-charge.

Job