Haryana

Technical Eval

Works

Civil Works

1256 Construction of 2 CC S...

Haryana Government

Sonepat | Sonipat, Haryana

Amount: ₹10.8 LCloses: 8 Jul 2026Closed

Timeline

Published1 Jul 2026
Closed8 Jul 2026
Technical Evaluation15 Jul 2026
Award—

Bids

5 Bids15 Jul 2026

#	Company	Status
1	dharam cooperative labour and construction society Ltd Accepted-Technical	Accepted-Technical Qualified
2	The Adarsh Haryana Co-Op L&C Society Ltd. Accepted-Technical 712 OPPOSITE HDFC BANK ROHTAK ROAD KATH MANDI SONEPAT 131001 \| SONIPAT \| SONIPAT \| HARYANA \| 131001	Accepted-Technical Qualified
3	The Nirmala cooperative labour and construction society limited Accepted-Technical	Accepted-Technical Qualified
4	The Shri Shyam Co-op L and C Society ltd. Accepted-Technical	Accepted-Technical Qualified
5	The Urvi Bhardwaj Coop. L&C Society Ltd. Sonipat Accepted-Technical	Accepted-Technical Qualified

Tender Value

₹10.8 L

EMD Value

₹22,000

Closing Date

8 Jul 2026, 9:00 amClosed

Tender Inviting Organisation

Name

Rahul Poonia

Address

Muncipal Corporation Sonipat

Work Description

Construction of 2 CC Streets in Inder Lok (near Gud Mandi), Ward 15, M.C. Sonipat.

Tender Information

Tender ID

2026_HRY_532614_1

Reference Number

2026BA695BDE 8263 4DD5 B0DD 53C6C0070932292ULB

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Works

Period of Work

150 days

Location

Sonepat

Source Website

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Documents Required

2 documents required · 2 mandatory

Fee/PreQual/Technical

RequiredTechnical Cover (.pdf)

Finance

RequiredFinancial Cover (.xls)

Fee & Financial Details

Tender Fee Amount

₹1,000

EMD Fee Amount

₹22,000

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

15 Jul 2026

Published

1 Jul 2026

Bid Opening

8 Jul 2026

Download Starts

1 Jul 2026

Download Ends

8 Jul 2026

Submission Starts

1 Jul 2026

Clarification Period

1 Jul 2026 - 2 Jul 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 (9 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1	[13.29.2]Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. 2. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works [Through Rate]	-	Kg.	83	-
2	[14.1]Dressing bed and preparation of sub grade for lining by mechanical/ mannual means [Through Rate]	-	Sqm	4	-
3	[17.15.3]Granular Sub-Base with Coarse Graded Material - Grading-I or II or III (Table:- 400-2) Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with Rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.of MORTandH specifications 3. Grading III material [Through Rate]	-	cum	1,044	-
4	[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 [Through Rate]	-	Each	1,155	-
5	[3.1.18]By Mechanical Transport including loading, unloading and stacking 18. Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead up to 10 km for all lifts, complete as per directions of Engineer-in-charge. [Rate]	-	cum	202	-
6	[5.23.1]Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. 1. Nominal concrete 1:1.5:3 or richer mix (i/c equivalent design mix) [Through Rate]	-	cum	480	-
7	[6.1.1]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: 1. 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) [Through Rate]	-	cum	3,975	-
8	[9.57.3]Providing and fixing on wall face Unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 3. 150 mm diameter [Through Rate]	-	Metre	269	-
9	[9.58.5.3]Providing and fixing on wall face Unplasticised - PVC moulded fittings/ accessories for Unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. 5.3. Bend 87.5° 150 mm bend [Through Rate]	-	Each	129	-

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.03 MB

Technical Bid Opening

tech_bid_open.pdf

PDF

Technical Evaluation

tech_eval.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 • 0.69 MB

Work Item Documents

BOQ_611683.xls

BOQ • 0.32 MB

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Company

dharam cooperative labour and construction society Ltd

Accepted-Technical

The Adarsh Haryana Co-Op L&C Society Ltd.

Accepted-Technical

712 OPPOSITE HDFC BANK ROHTAK ROAD KATH MANDI SONEPAT 131001 | SONIPAT | SONIPAT | HARYANA | 131001

The Nirmala cooperative labour and construction society limited

Accepted-Technical

The Shri Shyam Co-op L and C Society ltd.

Accepted-Technical

The Urvi Bhardwaj Coop. L&C Society Ltd. Sonipat

Accepted-Technical

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

[13.29.2]Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. 2. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works [Through Rate]

Kg.

[14.1]Dressing bed and preparation of sub grade for lining by mechanical/ mannual means [Through Rate]

Sqm

[17.15.3]Granular Sub-Base with Coarse Graded Material - Grading-I or II or III (Table:- 400-2) Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with Rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.of MORTandH specifications 3. Grading III material [Through Rate]

cum

1,044

[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 [Through Rate]

Each

1,155

[3.1.18]By Mechanical Transport including loading, unloading and stacking 18. Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead up to 10 km for all lifts, complete as per directions of Engineer-in-charge. [Rate]

cum

202

[5.23.1]Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. 1. Nominal concrete 1:1.5:3 or richer mix (i/c equivalent design mix) [Through Rate]

cum

480

[6.1.1]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: 1. 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) [Through Rate]

cum

3,975

[9.57.3]Providing and fixing on wall face Unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 3. 150 mm diameter [Through Rate]

Metre

269

[9.58.5.3]Providing and fixing on wall face Unplasticised - PVC moulded fittings/ accessories for Unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. 5.3. Bend 87.5° 150 mm bend [Through Rate]

Each

129