Tender ID

Haryana

To Be Opened

Works

Civil Works

Estimate for repairing of damaged of various patches of Narwana Minor

Haryana Government

DHAKAL | Jind, Haryana

Amount: ₹1.4 LCloses: 17 Apr 2026Closed

Timeline

Published10 Apr 2026
Closed17 Apr 2026
Bid Opening20 Apr 2026

Tender Value

₹1.4 L

EMD Value

₹2,709

Closing Date

17 Apr 2026, 5:00 pmClosed

Tender Inviting Organisation

Name

SAURABH GARG

Address

W.S. Divn. Narwana

Work Description

Estimate for repairing of damaged of various patches of Narwana Minor

Tender Information

Tender ID

2026_HRY_514341_1

Reference Number

2026FEB64B62 34F4 472B B87F C00879784A9E209IRR

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Works

Period of Work

30 days

Location

DHAKAL

Source Website

Subscribe to view

Documents Required

3 documents required · 3 mandatory

Fee/PreQual/Technical

RequiredEMD, Tender fee, Process fee, Enlistment, requisite Affidavit and undertaking, Society Resolution et (.pdf)

RequiredCompleted Signed BID Document (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹500

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹2,709

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

10 Apr 2026

Published

10 Apr 2026

Bid Opening

20 Apr 2026

Download Starts

10 Apr 2026

Download Ends

17 Apr 2026

Submission Starts

10 Apr 2026

Bill of Quantities

PercentageBoQ_Ver3.0INR

This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.

BoQ1 (6 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1HSR Items
1.01	[11.5.3]12 mm cement plaster of mix : 3. 1:4 (1 cement: 4 fine sand)	-	Sqm	-	-
1.02	[14.31.1]Single layer brick lining for irrigation channels for discharge up to 150 cusecs consisting of: (i)10 mm thick cement plaster 1:6 on sub grade. (ii)10 mm thick cement plaster 1:3 over first plaster (iii)First layer of 68.3 mm thick brick layer (22.86x11.11 mm) laid in 1:3 mortar over 6 mm thick cement 1:3 the above cost (total thickness of lining as 9.43 cm) 1. In Bed	-	Sqm	-	-
1.03	[14.31.2]Single layer brick lining for irrigation channels for discharge up to 150 cusecs consisting of: (i)10 mm thick cement plaster 1:6 on sub grade. (ii)10 mm thick cement plaster 1:3 over first plaster (iii)First layer of 68.3 mm thick brick layer (22.86x11.11 mm) laid in 1:3 mortar over 6 mm thick cement 1:3 the above cost (total thickness of lining as 9.43 cm) 2. On Side Slopes.	1	Sqm	-	-
1.04	[14.71]Excavating, supplying and filling of local earth (including royalty) by mechanical transport up to a lead of 1 km .	-	cum	-	-
1.05	[14.72]Ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.	-	cum	-	-
1.06	[7.21.1]Brick work with common burnt clay non-modular bricks of class designation 10.5 in foundation and plinth in: 1. Cement mortar 1:4 (1 cement : 4 coarse sand)	-	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 • 0.69 MB

Work Item Documents

BOQ_593166.xls

BOQ • 0.28 MB

AD0156240.pdf

Additional Documents • 1.59 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1HSR Items
1.01	[11.5.3]12 mm cement plaster of mix : 3. 1:4 (1 cement: 4 fine sand)	-	Sqm	-	-
1.02	[14.31.1]Single layer brick lining for irrigation channels for discharge up to 150 cusecs consisting of: (i)10 mm thick cement plaster 1:6 on sub grade. (ii)10 mm thick cement plaster 1:3 over first plaster (iii)First layer of 68.3 mm thick brick layer (22.86x11.11 mm) laid in 1:3 mortar over 6 mm thick cement 1:3 the above cost (total thickness of lining as 9.43 cm) 1. In Bed	-	Sqm	-	-
1.03	[14.31.2]Single layer brick lining for irrigation channels for discharge up to 150 cusecs consisting of: (i)10 mm thick cement plaster 1:6 on sub grade. (ii)10 mm thick cement plaster 1:3 over first plaster (iii)First layer of 68.3 mm thick brick layer (22.86x11.11 mm) laid in 1:3 mortar over 6 mm thick cement 1:3 the above cost (total thickness of lining as 9.43 cm) 2. On Side Slopes.	1	Sqm	-	-
1.04	[14.71]Excavating, supplying and filling of local earth (including royalty) by mechanical transport up to a lead of 1 km .	-	cum	-	-
1.05	[14.72]Ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.	-	cum	-	-
1.06	[7.21.1]Brick work with common burnt clay non-modular bricks of class designation 10.5 in foundation and plinth in: 1. Cement mortar 1:4 (1 cement : 4 coarse sand)	-	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1HSR Items

1.01

[11.5.3]12 mm cement plaster of mix : 3. 1:4 (1 cement: 4 fine sand)

Sqm

1.02

[14.31.1]Single layer brick lining for irrigation channels for discharge up to 150 cusecs consisting of: (i)10 mm thick cement plaster 1:6 on sub grade. (ii)10 mm thick cement plaster 1:3 over first plaster (iii)First layer of 68.3 mm thick brick layer (22.86x11.11 mm) laid in 1:3 mortar over 6 mm thick cement 1:3 the above cost (total thickness of lining as 9.43 cm) 1. In Bed

Sqm

1.03

[14.31.2]Single layer brick lining for irrigation channels for discharge up to 150 cusecs consisting of: (i)10 mm thick cement plaster 1:6 on sub grade. (ii)10 mm thick cement plaster 1:3 over first plaster (iii)First layer of 68.3 mm thick brick layer (22.86x11.11 mm) laid in 1:3 mortar over 6 mm thick cement 1:3 the above cost (total thickness of lining as 9.43 cm) 2. On Side Slopes.

Sqm

1.04

[14.71]Excavating, supplying and filling of local earth (including royalty) by mechanical transport up to a lead of 1 km .

cum

1.05

[14.72]Ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.

cum

1.06

[7.21.1]Brick work with common burnt clay non-modular bricks of class designation 10.5 in foundation and plinth in: 1. Cement mortar 1:4 (1 cement : 4 coarse sand)

cum