Haryana

AOC

Works

Civil Works

Const of street from ho ram chander Punjabi mistri to behind bus stand in ward no 14 (Only for L and C Society Ltd.)

Haryana Government

Assandh | Karnal, Haryana

Amount: ₹7.7 LCloses: 9 Apr 2026Closed

Timeline

Published3 Apr 2026
Closed9 Apr 2026
Technical Evaluation17 Apr 2026
Awarded29 Apr 2026

Bids

Percentage

3 Bids29 Apr 2026

#	Company	Amount	Rank	Status
1	The Shaheed Bhagat Singh Cooperative Labour and construction Society Ltd Mundh L1₹5.2 LAccepted-AOC	₹5.2 L	L1	Accepted-AOC Lowest Rate
2	The Hari Har Cooperative Labour and Construction Society Limited Ardana L2₹5.5 L+₹35,827.43 (6.93%)Rejected-Finance	₹5.5 L+₹35,827.43 (6.93%)	L2	Rejected-Finance Rejected
3	THE JAI MATA BAGLA MUKHI CO OP LABOUR AND CONSTRUCTION SOCIETY LTD L3₹6.0 L+₹84,340.54 (16.3%)Rejected-Finance	₹6.0 L+₹84,340.54 (16.3%)	L3	Rejected-Finance Rejected

Tender Value

₹7.7 L

EMD Value

₹15,376

Closing Date

9 Apr 2026, 5:00 pmClosed

Tender Inviting Organisation

Name

Sh Jai Dev Sharma

Address

Municipal Committee Assandh

Work Description

Const of street from ho ram chander Punjabi mistri to behind bus stand in ward no 14 (Only for L and C Society Ltd.)

Tender Information

Tender ID

2026_HRY_512820_1

Reference Number

202631D5CC70 D2BF 490E B6D1 BBA3F9D615D5313ULB

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Works

Period of Work

60 days

Location

Assandh

Source Website

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Documents Required

2 documents required · 2 mandatory

Fee/PreQual/Technical

RequiredEMD, Tender Fees, Processing Fees and all other required documents as per NIT etc. (.pdf)

Finance

Requiredboq (.xls)

Fee & Financial Details

Tender Fee Amount

₹1,000

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹15,376

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

29 Apr 2026

Published

3 Apr 2026

Bid Opening

10 Apr 2026

Download Starts

3 Apr 2026

Download Ends

9 Apr 2026

Submission Starts

3 Apr 2026

Clarification Period

3 Apr 2026 - 5 Apr 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 (11 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1	[10.8]Providing and laying of conglomerate floor 40mm thick cement concrete topping 1:2:4 [Through Rate]	-	Sqm	181	-
2	[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	-
3	[17.14.2]Granular Sub-Base with Close Graded Material - (Table:- 400-1) Plant mix method Construction of granular sub-base by providing Material as per Grading III (Table 400-I of MORTandH 5th revision) mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per technical clause 401 of MORTandH specifications 2. Grading II material [Through Rate]	-	cum	1,187	-
4	[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	655	-
5	[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	26	-
6	[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	66	-
7	[26.4.1]SITE CLEARANCE 1. Excavation in dumped stones or malba including stacking of serviceable and unserviceable material separately and disposal of unserviceable material, lead up to 50m and lift up to 1.5 m, disposed material to be neatly dressed [Through Rate]	-	cum	260	-
8	[5.23.2]Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. 2. Nominal concrete 1:2:4 or leaner mix (i/c equivalent design mix) [Through Rate]	-	cum	1,149	-
9	[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	-
10	[7.21.1]Brick work with common burnt clay non-modular bricks of class designation 10.5 in foundation and plinth in: 1. Cement mortar 1:4 (1 cement : 4 coarse sand) [Through Rate]	-	cum	4,128	-

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.05 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 • 0.71 MB

Work Item Documents

BOQ_591634.xls

BOQ • 0.26 MB

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Company

The Shaheed Bhagat Singh Cooperative Labour and construction Society Ltd Mundh

L1₹5.2 LAccepted-AOC

The Hari Har Cooperative Labour and Construction Society Limited Ardana

L2₹5.5 L+₹35,827.43 (6.93%)Rejected-Finance

THE JAI MATA BAGLA MUKHI CO OP LABOUR AND CONSTRUCTION SOCIETY LTD

L3₹6.0 L+₹84,340.54 (16.3%)Rejected-Finance

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

[10.8]Providing and laying of conglomerate floor 40mm thick cement concrete topping 1:2:4 [Through Rate]

Sqm

181

[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.

[17.14.2]Granular Sub-Base with Close Graded Material - (Table:- 400-1) Plant mix method Construction of granular sub-base by providing Material as per Grading III (Table 400-I of MORTandH 5th revision) mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per technical clause 401 of MORTandH specifications 2. Grading II material [Through Rate]

cum

1,187

[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

655

[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

[26.4.1]SITE CLEARANCE 1. Excavation in dumped stones or malba including stacking of serviceable and unserviceable material separately and disposal of unserviceable material, lead up to 50m and lift up to 1.5 m, disposed material to be neatly dressed [Through Rate]

cum

260

[5.23.2]Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. 2. Nominal concrete 1:2:4 or leaner mix (i/c equivalent design mix) [Through Rate]

cum

1,149

[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

[7.21.1]Brick work with common burnt clay non-modular bricks of class designation 10.5 in foundation and plinth in: 1. Cement mortar 1:4 (1 cement : 4 coarse sand) [Through Rate]

cum

4,128