Haryana

To Be Opened

Works

Civil Works

Estimate for strengthening of Ghat Bank at RD 4200-R of Barsola Minor

Haryana Government

SUDKAIN KHURD | Jind, Haryana

Amount: ₹80,417Closes: 29 Jun 2026Closed

Timeline

Published23 Jun 2026
Closed29 Jun 2026
Bid Opening30 Jun 2026

Tender Value

₹80,417

EMD Value

₹1,608

Closing Date

29 Jun 2026, 5:00 pmClosed

Tender Inviting Organisation

Name

SAURABH GARG

Address

W.S. Divn. Narwana

Work Description

Estimate for strengthening of Ghat Bank at RD 4200-R of Barsola Minor

Tender Information

Tender ID

2026_HRY_530979_1

Reference Number

2026F25C5787 6125 4B1D 9CC7 32152C2099D2209IRR

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Works

Period of Work

30 days

Location

SUDKAIN KHURD

Source Website

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Documents Required

3 documents required · 3 mandatory

Fee/PreQual/Technical

RequiredEMD, Tender fee, enlistment, affidavit, undertaking, society resolution and other documents as per B (.pdf)

RequiredSigned BID Document (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹500

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹1,608

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

23 Jun 2026

Published

23 Jun 2026

Bid Opening

30 Jun 2026

Download Starts

23 Jun 2026

Download Ends

29 Jun 2026

Submission Starts

23 Jun 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 (4 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1HSR Items
1.01	[14.2]Dressing side slopes and preparation of sub grade for lining by mechanical/ mannual means	-	Sqmt.	7	-
1.02	[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.	-	Sqmt.	388	-
1.03	[14.71]Excavating, supplying and filling of local earth (including royalty) by mechanical transport up to a lead of 1 km .	1	Cum	115	₹114.89
1.04	[14.72]Ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.	-	Cum	22	-

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_610024.xls

BOQ • 0.28 MB

AD0169484.pdf

Additional Documents • 0.98 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1HSR Items
1.01	[14.2]Dressing side slopes and preparation of sub grade for lining by mechanical/ mannual means	-	Sqmt.	7	-
1.02	[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.	-	Sqmt.	388	-
1.03	[14.71]Excavating, supplying and filling of local earth (including royalty) by mechanical transport up to a lead of 1 km .	1	Cum	115	₹114.89
1.04	[14.72]Ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.	-	Cum	22	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1HSR Items

1.01

[14.2]Dressing side slopes and preparation of sub grade for lining by mechanical/ mannual means

Sqmt.

1.02

[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.

Sqmt.

388

1.03

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

Cum

115

₹114.89

1.04

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

Cum