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Construction remodeling of existing Guest House including internal electrification, sanitary and A.C. fittings etc. at Rail Head Complex, SKUAST Jammu

SKUAST

Guest House, Railway Road | Jammu, Jammu And Kashmir

Amount: ₹9.2 CrCloses: 30 Sept 202624 Sept 20263d left

Timeline

Published18 Sept 2026
Closes30 Sept 202624 Sept 2026
Bid Opening1 Oct 202625 Sept 2026

Corrigenda

Corrigendum

1 updatesLatest on 24 Sept 2026Submission Ends:24 Sept 202630 Sept 2026

Date changes

Download Ends24 Sept 202630 Sept 2026Submission Ends24 Sept 202630 Sept 2026Bid Opening25 Sept 20261 Oct 2026

Tender Value

₹9.2 Cr

EMD Value

₹18.3 L

Closing Date

30 Sept 2026, 4:00 pm3d left

Tender Inviting Organisation

Name

Estates Officer, SKUAST-Jammu

Address

Estates Division, SKUAST-J, Chatha

Work Description

Construction remodeling of existing Guest House including internal electrification, sanitary and A.C. fittings etc. at Rail Head Complex, SKUAST Jammu

Tender Information

Tender ID

2026_SKUST_323701_3

Reference Number

AU/Estates/2026-27/11 dated 01-09-2026

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Item Rate

Period of Work

730 days

Location

Guest House, Railway Road

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer tender documents

Documents Required

4 documents required · 4 mandatory

Fee/PreQual/Technical

RequiredScanned copy of cost of tender document (.pdf)

RequiredScanned copy of EMD (.pdf)

RequiredScanned copy of other technical bid documents required (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹3,000

Tender Fee Payable To

Assistant Comptroller (Estates), SKUAST-Jammu

EMD Fee Amount

₹18.3 L

Important Dates

Last Activity

30 Sept 2026

Published

18 Sept 2026

Bid Opening

1 Oct 2026

Download Starts

18 Sept 2026

Download Ends

30 Sept 2026

Submission Starts

18 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (227 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Earthwork in excavation by mechanical means (Hydraulic excavator)/manual means in foundation trenches or drains ( not exceeding 1.5 m in width or 10 Sq. m on plan), including dressing of sides & remaining of bottoms , lift upto 1.5 m , including getting out the excavated soil and disposal of surplus excavated soil as directed , within a lead of 50 m
1.1	All kinds of soil.	1,033.83	cum	-	-
2	Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth: consolidating each deposited layer by ramming and watering lead up to 50 m and lift upto 1.5 m	620.3	Cum	-	-
3Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
3.1	1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size)	217.05	cum	-	-
3.2	1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)	47.78	cum	-	-
3.3	1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)	92.48	cum	-	-
4Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses,string or lacing courses, parapets, coping, bed blocks, anchors blocks, plain window sills,fillets etc upto floor V level, including curing but excluding the cost of centring, shuttering and finishing with.
4.1	1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)	2.77	cum	-	-
4.2	1:5:10 (1 cement : 5 coarse sand : 10 graded brick aggregate 40 mm nominal size)	160.88	cum	-	-

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 • 0.29 MB

Work Item Documents

TermsandConditionsoftheContract.pdf

Tender Documents • 0.23 MB

BOQ_1097942.xls

BOQ • 4.39 MB

Scheduleofcredits.pdf

Corrigendum Documents

Corrigendumextension.pdf

PDF • 0.22 MB

Ready to Participate?

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Earthwork in excavation by mechanical means (Hydraulic excavator)/manual means in foundation trenches or drains ( not exceeding 1.5 m in width or 10 Sq. m on plan), including dressing of sides & remaining of bottoms , lift upto 1.5 m , including getting out the excavated soil and disposal of surplus excavated soil as directed , within a lead of 50 m
1.1	All kinds of soil.	1,033.83	cum	-	-
2	Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth: consolidating each deposited layer by ramming and watering lead up to 50 m and lift upto 1.5 m	620.3	Cum	-	-
3Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
3.1	1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size)	217.05	cum	-	-
3.2	1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)	47.78	cum	-	-
3.3	1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)	92.48	cum	-	-
4Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses,string or lacing courses, parapets, coping, bed blocks, anchors blocks, plain window sills,fillets etc upto floor V level, including curing but excluding the cost of centring, shuttering and finishing with.
4.1	1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)	2.77	cum	-	-
4.2	1:5:10 (1 cement : 5 coarse sand : 10 graded brick aggregate 40 mm nominal size)	160.88	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Earthwork in excavation by mechanical means (Hydraulic excavator)/manual means in foundation trenches or drains ( not exceeding 1.5 m in width or 10 Sq. m on plan), including dressing of sides & remaining of bottoms , lift upto 1.5 m , including getting out the excavated soil and disposal of surplus excavated soil as directed , within a lead of 50 m

1.1

All kinds of soil.

1,033.83

cum

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth: consolidating each deposited layer by ramming and watering lead up to 50 m and lift upto 1.5 m

620.3

Cum

3Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :

3.1

1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size)

217.05

cum

3.2

1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

47.78

cum

3.3

1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

92.48

cum

4Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses,string or lacing courses, parapets, coping, bed blocks, anchors blocks, plain window sills,fillets etc upto floor V level, including curing but excluding the cost of centring, shuttering and finishing with.

4.1

1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

2.77

cum

4.2

1:5:10 (1 cement : 5 coarse sand : 10 graded brick aggregate 40 mm nominal size)

160.88

cum