Haryana

AOC

Works

Civil Works

Repair of Streets, Drains, Culverts, Pipelines and Manhole Covers at Various Place in Ward No. 09, M.C. Nilokheri.(Retender)

Haryana Government

Nilokheri | Karnal, Haryana

Amount: ₹4.2 LCloses: 2 May 2026Closed

Timeline

Published24 Apr 2026
Closed2 May 2026
Technical Evaluation7 May 2026
Financial Evaluation4 Jun 2026
Awarded5 Jun 2026

Bids

Percentage

1 Bid5 Jun 2026

#	Company	Amount	Rank	Status
1	The New Dhiman Coop L&C Society Ltd. L1₹4.4 LAccepted-AOC S O PREM KUMAR SUNDER NAGAR 132117 \| KARNAL \| HARYANA \| 132117	₹4.4 L Quoted ₹4.5 L	L1	Accepted-AOC As per LOA

Tender Value

₹4.2 L

EMD Value

₹10,000

Closing Date

2 May 2026, 5:00 pmClosed

Tender Inviting Organisation

Name

Manjeet Singh Rathee

Address

Municipal Committee Nilokheri

Work Description

Repair of Streets, Drains, Culverts, Pipelines and Manhole Covers at Various Place in Ward No. 09, M.C. Nilokheri.

Tender Information

Tender ID

2026_HRY_517282_1

Reference Number

2026D5D30F4E 777E 4C48 A6B6 BE4E55BBE067311ULB

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Works

Period of Work

90 days

Location

Nilokheri

Source Website

Subscribe to view

Documents Required

2 documents required · 2 mandatory

Fee/PreQual/Technical

RequiredTechnical Cover (.pdf)

Finance

RequiredFinancial Cover (.xls)

Fee & Financial Details

Tender Fee Amount

₹500

EMD Fee Amount

₹10,000

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

4 Jun 2026

Published

24 Apr 2026

Bid Opening

4 May 2026

Download Starts

24 Apr 2026

Download Ends

2 May 2026

Submission Starts

24 Apr 2026

Bill of Quantities

PercentageBoQ_Ver4.0INR

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	[10.100.2]Cement Concrete 1:8:16 Flooring 2. Cement Concrete 1:8:16 with stone aggregate 40 mm size in foundation and plinth. [Through Rate]	-	cum	-	-
2	[10.7]Providing and laying of conglomerate floor 50mm thick cement concrete topping 1:2:4 [Through Rate]	-	Sqm	-	-
3	[11.11.2]12 mm cement plaster finished with a floating coat of neat cement of mix : 2. 1:4 (1 cement: 4 fine sand) [Through Rate]	-	Sqm	-	-
4	[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.	-	-
5	[17.13]Granular Sub-Base (Mix in place) Construction of granular sub-base by providing 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 technical clause 401 of MORT&H technical specifications [Through Rate]	-	cum	-	-
6	[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	-	-
7	[17.70]Removal of existing IPB by manual means and disposal of dismantled material with all lead and lift as per technical specification clause 202.3. [Through Rate]	-	Sqm	-	-
8	[17.71]Relaying of available (removed and stacked) Interlocking Paver Block Pavement having thickness 100mm/80 mm/ 60 mm (average = 80mm) as per drawings and Technical Specification Clause 1504 [Through Rate]	-	Sqm	-	-
9	[2.B0037] B0037. Fine sand (zone IV) [Rate]	-	cum	-	-
10	[22.218.1]Providing and Supplying of class SN 8 structured wall Polyethylene Piping system (Pipe with online/ offline coupler and elastomeric sealing ring) with non smooth external annular corrugated and smooth internal surface (double wall) for non-pressure underground sewerage and drainage application as confirm to IS 16098 (part II):2013 including transportation, frieght charges, inspection charges, loading, unloading, complete as specified and directed by Engineer In-Charge. 1. 250 mm Internal Diameter [Through Rate]	-	Metre	-	-

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.04 MB

Technical Evaluation

tech_eval.pdf

PDF

Financial Bid Opening

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 • 0.72 MB

Work Item Documents

BOQ_596154.xls

BOQ • 0.33 MB

Ready to Participate?

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Company

The New Dhiman Coop L&C Society Ltd.

L1₹4.4 LAccepted-AOC

S O PREM KUMAR SUNDER NAGAR 132117 | KARNAL | HARYANA | 132117

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

[10.100.2]Cement Concrete 1:8:16 Flooring 2. Cement Concrete 1:8:16 with stone aggregate 40 mm size in foundation and plinth. [Through Rate]

cum

[10.7]Providing and laying of conglomerate floor 50mm thick cement concrete topping 1:2:4 [Through Rate]

Sqm

[11.11.2]12 mm cement plaster finished with a floating coat of neat cement of mix : 2. 1:4 (1 cement: 4 fine sand) [Through Rate]

Sqm

[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.

[17.13]Granular Sub-Base (Mix in place) Construction of granular sub-base by providing 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 technical clause 401 of MORT&H technical specifications [Through Rate]

cum

[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

[17.70]Removal of existing IPB by manual means and disposal of dismantled material with all lead and lift as per technical specification clause 202.3. [Through Rate]

Sqm

[17.71]Relaying of available (removed and stacked) Interlocking Paver Block Pavement having thickness 100mm/80 mm/ 60 mm (average = 80mm) as per drawings and Technical Specification Clause 1504 [Through Rate]

Sqm

[2.B0037] B0037. Fine sand (zone IV) [Rate]

cum

[22.218.1]Providing and Supplying of class SN 8 structured wall Polyethylene Piping system (Pipe with online/ offline coupler and elastomeric sealing ring) with non smooth external annular corrugated and smooth internal surface (double wall) for non-pressure underground sewerage and drainage application as confirm to IS 16098 (part II):2013 including transportation, frieght charges, inspection charges, loading, unloading, complete as specified and directed by Engineer In-Charge. 1. 250 mm Internal Diameter [Through Rate]

Metre