Tender ID

Haryana

Cancelled

Works

Civil Works

Construction of V.R. Bridge at RD 66500 of Amin Drain to provide connectivity between two parts of Maharishi Valmiki Sanskrit University in village Mundri (Deposit Work).

Haryana Government

MUNDHRI | Kaithal, Haryana

Amount: ₹2.1 CrCloses: 15 May 2026Closed

Timeline

Published24 Apr 2026
Cancelled11 May 2026

Cancellation Details

Cancellation of Tender

Tender CancelledTenderCancelledReason: Due to admistrative reasons/issuesDocument: cancelled_1.pdf

Published 11 May 2026

Tender Value

₹2.1 Cr

EMD Value

₹4.2 L

Closing Date

15 May 2026, 10:00 amClosed

Tender Inviting Organisation

Name

NISHANT BATTAN

Address

Pundri W.S Divn. Kaithal

Work Description

It is submitted that the Maharishi Balmiki Sanskrit University, presently under construction is situated in village Mundri, District Kaithal. The Amin Drain, falling under the jurisdiction of this Division, flows through village Mundri and divides th

Tender Information

Tender ID

2026_HRY_517021_1

Reference Number

202698CCC97B 954E 47AC 8C9A B7A5940E9A5B112IRR

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Works

Period of Work

180 days

Location

MUNDHRI

Source Website

Subscribe to view

Documents Required

3 documents required · 3 mandatory

Fee/PreQual/Technical

RequiredSimilarnatureworksHEWPReg. BIDcapac.LitigationArbitrationAnualTurnoverCACertificate affidavit etc (.pdf)

RequiredSigned BID (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹15,000

EMD Fee Amount

₹4.2 L

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

11 May 2026

Published

24 Apr 2026

Bid Opening

15 May 2026

Download Starts

24 Apr 2026

Download Ends

15 May 2026

Submission Starts

24 Apr 2026

Pre-Bid Meeting

11 May 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 (19 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1HSR Items
1.01	[17.69.2]Interlocking Concrete Block Pavement 2. Providing and Laying 80 mm thick ISI marked Interlocking Paver Blocks conforming to IS 15658:2006/IRC SP 63: 2004 of all shapes and colours in design mix cement M 40 over the bed of 30 mm thick fine sand complete in all respect. [Through Rate]	1	Sqm	-	-
1.02	[2.B0146] B0146. Brick bats [Rate]	0.4	cum	-	-
1.03	[27.1]Brick masonry work in 1:3 in sub-structure including scaffolding complete excluding pointing and plastering, as per drawing and MoRTandH Specifications 1300 and 2200 [Through Rate]	1	cum	-	-
1.04	[27.10.1.2]RCC Grade M25 1.2. With Batching Plant, Transit Mixer and Concrete Pump [Through Rate]	0.4	cum	-	-
1.05	[27.13]Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and MoRTandH Specifications 1600 & 2200. [Through Rate]	-	Tonne	-	-
1.06	[27.15]Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing force. Complete as per drawing and MoRTandH Specifications 2706 & 2200. [Through Rate]	-	Nos.	-	-
1.07	[27.16.2]Back filling behind abutment, wing wall and return wall complete as per drawing and MoRTandH Specification 710.1.4 of IRC: 78 and 2200. 2. Sandy material [Through Rate]	-	cum	-	-
1.08	[27.17]Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and MoRTH and Specification 710.1.4 of IRC: 78 and 2200. [Through Rate]	0.8	cum	-	-
1.09	[27.28.1.1]Using Batching Plant, Transit Mixer and Concrete Pump 1.1. For formwork and staging add the following: For solid slab super-structure, 20-30 per cent of labour, material and machinery cost Height up to 5m [Through Rate]	-	cum	-	-

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.02 MB

Cancellation Documents

cancelled_1.pdf

pdf • 0.75 MB

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 • 0.70 MB

Work Item Documents

BOQ_595888.xls

BOQ • 0.26 MB

AD0160474.pdf

Additional Documents • 0.23 MB

Ready to Participate?

Download all tender documents and submit your bid

Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .

Loading…

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1HSR Items
1.01	[17.69.2]Interlocking Concrete Block Pavement 2. Providing and Laying 80 mm thick ISI marked Interlocking Paver Blocks conforming to IS 15658:2006/IRC SP 63: 2004 of all shapes and colours in design mix cement M 40 over the bed of 30 mm thick fine sand complete in all respect. [Through Rate]	1	Sqm	-	-
1.02	[2.B0146] B0146. Brick bats [Rate]	0.4	cum	-	-
1.03	[27.1]Brick masonry work in 1:3 in sub-structure including scaffolding complete excluding pointing and plastering, as per drawing and MoRTandH Specifications 1300 and 2200 [Through Rate]	1	cum	-	-
1.04	[27.10.1.2]RCC Grade M25 1.2. With Batching Plant, Transit Mixer and Concrete Pump [Through Rate]	0.4	cum	-	-
1.05	[27.13]Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and MoRTandH Specifications 1600 & 2200. [Through Rate]	-	Tonne	-	-
1.06	[27.15]Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing force. Complete as per drawing and MoRTandH Specifications 2706 & 2200. [Through Rate]	-	Nos.	-	-
1.07	[27.16.2]Back filling behind abutment, wing wall and return wall complete as per drawing and MoRTandH Specification 710.1.4 of IRC: 78 and 2200. 2. Sandy material [Through Rate]	-	cum	-	-
1.08	[27.17]Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and MoRTH and Specification 710.1.4 of IRC: 78 and 2200. [Through Rate]	0.8	cum	-	-
1.09	[27.28.1.1]Using Batching Plant, Transit Mixer and Concrete Pump 1.1. For formwork and staging add the following: For solid slab super-structure, 20-30 per cent of labour, material and machinery cost Height up to 5m [Through Rate]	-	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1HSR Items

1.01

[17.69.2]Interlocking Concrete Block Pavement 2. Providing and Laying 80 mm thick ISI marked Interlocking Paver Blocks conforming to IS 15658:2006/IRC SP 63: 2004 of all shapes and colours in design mix cement M 40 over the bed of 30 mm thick fine sand complete in all respect. [Through Rate]

Sqm

1.02

[2.B0146] B0146. Brick bats [Rate]

0.4

cum

1.03

[27.1]Brick masonry work in 1:3 in sub-structure including scaffolding complete excluding pointing and plastering, as per drawing and MoRTandH Specifications 1300 and 2200 [Through Rate]

cum

1.04

[27.10.1.2]RCC Grade M25 1.2. With Batching Plant, Transit Mixer and Concrete Pump [Through Rate]

0.4

cum

1.05

[27.13]Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and MoRTandH Specifications 1600 & 2200. [Through Rate]

Tonne

1.06

[27.15]Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing force. Complete as per drawing and MoRTandH Specifications 2706 & 2200. [Through Rate]

Nos.

1.07

[27.16.2]Back filling behind abutment, wing wall and return wall complete as per drawing and MoRTandH Specification 710.1.4 of IRC: 78 and 2200. 2. Sandy material [Through Rate]

cum

1.08

[27.17]Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and MoRTH and Specification 710.1.4 of IRC: 78 and 2200. [Through Rate]

0.8

cum

1.09

[27.28.1.1]Using Batching Plant, Transit Mixer and Concrete Pump 1.1. For formwork and staging add the following: For solid slab super-structure, 20-30 per cent of labour, material and machinery cost Height up to 5m [Through Rate]

cum