Haryana

AOC

Works

Civil Works

JOBNO.HSVP/AMB/2026-27/E-137

Haryana Board Corporation

Kurukshetra (Thanesar) | Kurukshetra, Haryana

Amount: ₹14.1 LCloses: 25 May 2026Closed

Timeline

Published20 May 2026
Closed25 May 2026
Technical Evaluation27 May 2026
Financial Evaluation27 May 2026
Awarded17 Jun 2026

Bids

Percentage

2 Bids17 Jun 2026

#	Company	Amount	Rank	Status
1	Sh.Gurvinder Singh L1₹14.1 LAccepted-AOC 21 B ARJUN NAGAR AMBALA CANTT	₹14.1 L Quoted ₹13.8 L	L1	Accepted-AOC Awarded
2	YASHVIR KUMAR L2₹14.1 L+₹31,725.29 (2.30%)Rejected-AOC	₹14.1 L+₹31,725.29 (2.30%)	L2	Rejected-AOC 2nd

Tender Value

₹14.1 L

EMD Value

₹28,200

Closing Date

25 May 2026, 1:00 pmClosed

Tender Inviting Organisation

Name

Kailash Chander Kala ravi kumar and Vivek Sharma

Address

DIV Ambala

Work Description

A Mtc of EPHS in Sector 5 Urban Estate Kurukshetra Relaying of sewer line and construction of sewerage manhole at various site in Sector 5 U E Kurukshetra at complete in all respect and all other works contingent thereto

Tender Information

Tender ID

2026_HBC_522971_1

Reference Number

2026208C5DBE 1CC3 4C89 B86A EA9A83C582DC239HSV

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Works

Period of Work

90 days

Location

Kurukshetra (Thanesar)

Source Website

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Documents Required

2 documents required · 2 mandatory

Fee/PreQual/Technical

RequiredThis Scanned copy of Bid Document Cost / EMD and scanned copies of the prequalification documents, t (.pdf)

Finance

Requiredcover contains contract schedule of rates (BOQ) to be submitted online by the bidder (.xls)

Fee & Financial Details

Tender Fee Amount

₹1,180

EMD Fee Amount

₹28,200

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

17 Jun 2026

Published

20 May 2026

Bid Opening

26 May 2026

Download Starts

20 May 2026

Download Ends

25 May 2026

Submission Starts

20 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 (18 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1	[11.5.1]12 mm cement plaster of mix : 1. 1:2 (1 cement: 2 fine sand)	-	Sqm	139	-
2	[11.52]Cement rendering on plaster 1 mm thick	-	Sqm	28	-
3	[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.	-	Sqm	655	-
4	[21.28]Providing and fixing steel bar embedded plastic steps of size 263mm x 165mm of orange colour, confirming to specification in pump chambers, manholes etc., having minimum 3mm thick polypropylene polymer confirming to is:10910 encapsulated on 12mm dia ribbed steel bars per IS :1786. The rate include cost of setting the same to correct lines and levels duly embedded in 1:2:4 cement concrete including carriage, loading, uploading, stacking, handling, re-handling etc., complete in all respect to the satisfaction of Engineer-in-charge	-	Each	298	-
5	[21.43]Extra over the rate laid down in this schedule for cement concrete work more making and finishing benching and complicated floor work in manholes, including formation of channels and bulldozing and smooth finishing the surface accurately to template.	-	Per sqm benching and flooring surface measures horizontaly	160	-
6	[21.57.1.4]Providing masonry plugs to ends of sewers of all types with 11.43 cm thick brick wall in cement sand mortar 1:7 with 12 mm thick cement plaster 1:6 (as required by the engineer-in-charge). 1.4. For Circular sewers having internal diameter - 200 mm	-	Each	18	-
7	[21.93.1]Providing and fixing SFRC MANHOLE COVERS AND FRAMES MARKED WITH IS: 12592 including setting the same to correct lines and levels in 1:3 cement sand mortar over manhole including carriage loading unloading stacking handling re-handling etc. complete in all respects to the satisfaction to the Engineer-in-charge. 1. Type:- Extra Heavy Duty Set (EHD-35) 560MM Clear Opening	-	Each	1,155	-
8	[21.94.3]Providing salt glazed stone ware pipes grade ‘A’ in standard length of 600 mm each pipe marked with IS: 651 and their lowering, cutting, jointing and testing as described in item No. 21.38, 21.39, item 21.40 including the cost of jointing materials as well as carriage, loading, unloading, stacking, handling, re-handling etc. complete in all respects to the satisfaction of Engineer-in-charge. 3. 200mm i/d	-	Per Mtr.	238	-
9	[21.94.4]Providing salt glazed stone ware pipes grade ‘A’ in standard length of 600 mm each pipe marked with IS: 651 and their lowering, cutting, jointing and testing as described in item No. 21.38, 21.39, item 21.40 including the cost of jointing materials as well as carriage, loading, unloading, stacking, handling, re-handling etc. complete in all respects to the satisfaction of Engineer-in-charge. 4. 250mm i/d	-	Per Mtr.	364	-
10	[4.14.1]Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 1. All kinds of soil.	-	cum	83	-

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.04 MB

Technical Bid Opening

tech_bid_open.pdf

PDF

Technical Evaluation

tech_eval.pdf

PDF

Financial Bid Opening

fin_bid_open.pdf

PDF

boq_comp_chart.xlsx

xlsx

Financial Evaluation

fin_eval.pdf

PDF

Award of Contract

aoc.pdf

PDF

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 • 0.88 MB

Work Item Documents

BOQ_601898.xls

BOQ • 0.28 MB

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Company

Sh.Gurvinder Singh

L1₹14.1 LAccepted-AOC

21 B ARJUN NAGAR AMBALA CANTT

YASHVIR KUMAR

L2₹14.1 L+₹31,725.29 (2.30%)Rejected-AOC

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

[11.5.1]12 mm cement plaster of mix : 1. 1:2 (1 cement: 2 fine sand)

Sqm

139

[11.52]Cement rendering on plaster 1 mm thick

Sqm

[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.

Sqm

655

[21.28]Providing and fixing steel bar embedded plastic steps of size 263mm x 165mm of orange colour, confirming to specification in pump chambers, manholes etc., having minimum 3mm thick polypropylene polymer confirming to is:10910 encapsulated on 12mm dia ribbed steel bars per IS :1786. The rate include cost of setting the same to correct lines and levels duly embedded in 1:2:4 cement concrete including carriage, loading, uploading, stacking, handling, re-handling etc., complete in all respect to the satisfaction of Engineer-in-charge

Each

298

[21.43]Extra over the rate laid down in this schedule for cement concrete work more making and finishing benching and complicated floor work in manholes, including formation of channels and bulldozing and smooth finishing the surface accurately to template.

Per sqm benching and flooring surface measures horizontaly

160

[21.57.1.4]Providing masonry plugs to ends of sewers of all types with 11.43 cm thick brick wall in cement sand mortar 1:7 with 12 mm thick cement plaster 1:6 (as required by the engineer-in-charge). 1.4. For Circular sewers having internal diameter - 200 mm

Each

[21.93.1]Providing and fixing SFRC MANHOLE COVERS AND FRAMES MARKED WITH IS: 12592 including setting the same to correct lines and levels in 1:3 cement sand mortar over manhole including carriage loading unloading stacking handling re-handling etc. complete in all respects to the satisfaction to the Engineer-in-charge. 1. Type:- Extra Heavy Duty Set (EHD-35) 560MM Clear Opening

Each

1,155

[21.94.3]Providing salt glazed stone ware pipes grade ‘A’ in standard length of 600 mm each pipe marked with IS: 651 and their lowering, cutting, jointing and testing as described in item No. 21.38, 21.39, item 21.40 including the cost of jointing materials as well as carriage, loading, unloading, stacking, handling, re-handling etc. complete in all respects to the satisfaction of Engineer-in-charge. 3. 200mm i/d

Per Mtr.

238

[21.94.4]Providing salt glazed stone ware pipes grade ‘A’ in standard length of 600 mm each pipe marked with IS: 651 and their lowering, cutting, jointing and testing as described in item No. 21.38, 21.39, item 21.40 including the cost of jointing materials as well as carriage, loading, unloading, stacking, handling, re-handling etc. complete in all respects to the satisfaction of Engineer-in-charge. 4. 250mm i/d

Per Mtr.

364

[4.14.1]Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 1. All kinds of soil.

cum