Haryana

To Be Opened

Works

Civil Works

Special repair of damaged lining patches of Songri Minor in between reach RD. 0 to 18000 before flood/rainy season 2026

Haryana Government

SONGRI GULIANA | Kaithal, Haryana

Amount: ₹1.5 LCloses: 2 Jul 2026Closed

Timeline

Published26 Jun 2026
Closed2 Jul 2026
Bid Opening2 Jul 2026

Tender Value

₹1.5 L

EMD Value

₹2,977

Closing Date

2 Jul 2026, 10:00 amClosed

Tender Inviting Organisation

Name

NISHANT BATTAN

Address

Pundri W.S Divn. Kaithal

Work Description

Estimate for special repair of damaged lining patches of Songri Minor in between rerach RD. 0 to 18000 before flood/rainy season 2026

Tender Information

Tender ID

2026_HRY_531983_1

Reference Number

2026A04EA22F DB19 4CD5 9267 942FD3A19B1D112IRR

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Works

Period of Work

30 days

Location

SONGRI GULIANA

Source Website

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Documents Required

3 documents required · 3 mandatory

Fee/PreQual/Technical

RequiredEMD, Tender fee, processing fee, Blacklisting Affidavit, HEWP Regd., other relevant docs as per BID (.pdf)

RequiredSigned BID (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹500

EMD Fee Amount

₹2,977

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

26 Jun 2026

Published

26 Jun 2026

Bid Opening

2 Jul 2026

Download Starts

26 Jun 2026

Download Ends

2 Jul 2026

Submission Starts

26 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	[14.13]Putting 1:3 Cement sand slurry, 6mm thick on prepared bed and side slopes before laying concrete on bed and side slopes	-	Sqm	29	-
1.02	[14.2]Dressing side slopes and preparation of sub grade for lining by mechanical/ mannual means	-	Sqm	7	-
1.03	[14.9.2]Cement concrete lining 15cm thick or less for irrigation channels, using cement concrete 1:3:6 (M-10) 2. concrete lining on side slopes for vertical height up to 3.50 m.	-	cum	3,056	-
1.04	[4.33]Excavating, supplying and filling of local earth (including royalty) by mechanical transport up to a lead of 1 km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.	-	cum	138	-

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.69 MB

Work Item Documents

BOQ_611037.xls

BOQ • 0.24 MB

AD0169971.pdf

Additional Documents • 0.25 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1HSR Items
1.01	[14.13]Putting 1:3 Cement sand slurry, 6mm thick on prepared bed and side slopes before laying concrete on bed and side slopes	-	Sqm	29	-
1.02	[14.2]Dressing side slopes and preparation of sub grade for lining by mechanical/ mannual means	-	Sqm	7	-
1.03	[14.9.2]Cement concrete lining 15cm thick or less for irrigation channels, using cement concrete 1:3:6 (M-10) 2. concrete lining on side slopes for vertical height up to 3.50 m.	-	cum	3,056	-
1.04	[4.33]Excavating, supplying and filling of local earth (including royalty) by mechanical transport up to a lead of 1 km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.	-	cum	138	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1HSR Items

1.01

[14.13]Putting 1:3 Cement sand slurry, 6mm thick on prepared bed and side slopes before laying concrete on bed and side slopes

Sqm

1.02

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

Sqm

1.03

[14.9.2]Cement concrete lining 15cm thick or less for irrigation channels, using cement concrete 1:3:6 (M-10) 2. concrete lining on side slopes for vertical height up to 3.50 m.

cum

3,056

1.04

[4.33]Excavating, supplying and filling of local earth (including royalty) by mechanical transport up to a lead of 1 km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.

cum

138