Haryana

Technical BO

Works

Civil Works

Special repair of damaged lining patches, outlets of Kotra Minor in between reach RD. 0 to 28000 before flood season 2026

Haryana Government

KOTRA BHANA PAI MAJRA NAND KARAN | Kaithal, Haryana

Amount: ₹98,158Closes: 2 Jul 2026Closed

Timeline

Published26 Jun 2026
Closed2 Jul 2026
Technical Evaluation3 Jul 2026
Award—

Tender Value

₹98,158

EMD Value

₹1,963

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, outlets of Kotra Minor in between reach RD. 0 to 28000 before flood season 2026

Tender Information

Tender ID

2026_HRY_531979_1

Reference Number

20265400F606 8922 4547 830D 2C9BC9BBF3B8112IRR

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Works

Period of Work

60 days

Location

KOTRA BHANA PAI MAJRA NAND KARAN

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

₹1,963

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

2 Jul 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 (5 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	-
1.05	[6.1.4]Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 4. 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size)	-	cum	2,911	-

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.01 MB

Technical Bid Opening

tech_bid_open.pdf

PDF

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_611033.xls

BOQ • 0.24 MB

AD0169946.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	-
1.05	[6.1.4]Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 4. 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size)	-	cum	2,911	-

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

1.05

[6.1.4]Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 4. 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size)

cum

2,911