J&K

To Be Opened

Works

Civil Works

Construction of Security staff complex (building) at Main Campus, Chatha

SKUAST

Main Campus, Chatha | Jammu, Jammu And Kashmir

Amount: ₹64 LCloses: 24 Sept 2026Closed

Timeline

Published7 Sept 2026
Closed24 Sept 2026
Bid Opening25 Sept 2026

Tender Value

₹64 L

EMD Value

₹1.3 L

Closing Date

24 Sept 2026, 4:00 pmClosed

Tender Inviting Organisation

Name

Estates Officer, SKUAST-Jammu

Address

Estates Division, SKUAST-J, Chatha

Work Description

Construction of Security staff complex (building) at Main Campus, Chatha

Tender Information

Tender ID

2026_SKUST_323701_1

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

365 days

Location

Main Campus, Chatha

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

₹2,000

Tender Fee Payable To

Assistant Comptroller (Estates), SKUAST-Jammu

EMD Fee Amount

₹1.3 L

Important Dates

Last Activity

7 Sept 2026

Published

7 Sept 2026

Bid Opening

25 Sept 2026

Download Starts

7 Sept 2026

Download Ends

24 Sept 2026

Submission Starts

7 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (130 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Earthwork in excavation by mechanical means (Hydraulic excavator)/mannual 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.	224.3	cum	-	-
2	Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.	134.58	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 fine sand(zone-III) : 10 graded stone aggregate 40 mm nominal size)	41.1	cum	-	-
3.2	1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)	76.91	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, anchor blocks, plain window sills, fillets, sunken floor, etc., up to floor five level, excluding the cost of centering, shuttering and finishing :
4.1	1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)	1	cum	-	-
5	Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation leveling and dressing and finishing the top smooth.	42.94	sqm	-	-
6	Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections.	572.56	meter	-	-

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 • 0.22 MB

BOQ_1090432.xls

BOQ • 4.31 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)/mannual 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.	224.3	cum	-	-
2	Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.	134.58	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 fine sand(zone-III) : 10 graded stone aggregate 40 mm nominal size)	41.1	cum	-	-
3.2	1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)	76.91	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, anchor blocks, plain window sills, fillets, sunken floor, etc., up to floor five level, excluding the cost of centering, shuttering and finishing :
4.1	1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)	1	cum	-	-
5	Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation leveling and dressing and finishing the top smooth.	42.94	sqm	-	-
6	Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections.	572.56	meter	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Earthwork in excavation by mechanical means (Hydraulic excavator)/mannual 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.

224.3

cum

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

134.58

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 fine sand(zone-III) : 10 graded stone aggregate 40 mm nominal size)

41.1

cum

3.2

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

76.91

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, anchor blocks, plain window sills, fillets, sunken floor, etc., up to floor five level, excluding the cost of centering, shuttering and finishing :

4.1

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

cum

Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation leveling and dressing and finishing the top smooth.

42.94

sqm

Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections.

572.56

meter