Haryana

AOC

Works

Civil Works

Construction of Boundary wall and rasta in Shamshan Ghat in Village Phoosgarh, Ward No. 03, M.C. Karnal (Only for L/C Societies)

Haryana Government

Karnal, Haryana

Amount: ₹29.8 LCloses: 13 Apr 2026Closed

Timeline

Published4 Apr 2026
Closed13 Apr 2026
Technical Evaluation21 Apr 2026
Awarded23 Apr 2026

Bids

Percentage

2 Bids23 Apr 2026

#	Company	Amount	Rank	Status
1	The Jai Shiv Shankar Co-operative Labour and Construction Society limited 1₹28.0 LAccepted-AOC 26 B AVTAR COLONY KARNAL 132001 \| KARNAL \| KARNAL \| HARYANA \| 132001	₹28.0 L	1	Accepted-AOC ok
2	THE SHREE BALAJI COOPERATIVE LABOUR AND CONSTRUCTION SOCIETY LTD. 2₹28.5 L+₹48,244.90 (1.72%)Rejected-Finance HOUSE NO 685 SECTOR 7 URBAN ESTATE KARNAL 132001 \| KARNAL \| KARNAL \| HARYANA \| 132001	₹28.5 L+₹48,244.90 (1.72%)	2	Rejected-Finance ok

Tender Value

₹29.8 L

EMD Value

₹59,560

Closing Date

13 Apr 2026, 5:00 pmClosed

Tender Inviting Organisation

Name

Pardeep Kalyan

Address

Municipal Corporation Karnal

Work Description

Construction of Boundary wall and rasta in Shamshan Ghat in Village Phoosgarh, Ward No. 03, M.C. Karnal (Only for L/C Societies)

Tender Information

Tender ID

2026_HRY_512974_1

Reference Number

2026FE3D201E 8FBE 4B31 BF59 CE9953577C7D747ULB

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Works

Period of Work

120 days

Location

Karnal

Source Website

Subscribe to view

Documents Required

2 documents required · 2 mandatory

Fee/PreQual/Technical

RequiredTechnical Bid (.pdf)

Finance

RequiredFinancial Bid (.xls)

Fee & Financial Details

Tender Fee Amount

₹2,500

EMD Fee Amount

₹59,560

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

23 Apr 2026

Published

4 Apr 2026

Bid Opening

14 Apr 2026

Download Starts

4 Apr 2026

Download Ends

13 Apr 2026

Submission Starts

4 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	[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	-
2	[11.98.1]Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali and fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives. 1. New work (Two or more coats applied @ 1.43 litre/ 10 sqm Over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm [Through Rate]	-	Sqm	86	-
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. [Through Rate]	-	Sqm	655	-
4	[6.30.1]Centering and shuttering including strutting, propping etc. and removal of form for 1. Foundations, footings, bases of columns, etc. for mass concrete [Through Rate]	-	Sqm	156	-
5	[11.82.1]Painting the wooden / metal surface with synthetic enamel paint of approved brand and manufacture to give an even shade : 1. Two or more coats on new work [Through Rate]	-	Sqm	49	-
6	[3.1.1]By Mechanical Transport including loading, unloading and stacking 1. Lime, moorum, building rubbish [5km]	-	cum	66	-
7	[11.6.1]15 mm cement plaster on the rough side of single or half brick wall of mix : 1. 1:4 (1 cement: 4 fine sand) [Through Rate]	-	Sqm	138	-
8	[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. [Through Rate]	-	cum	83	-
9	[6.30.6]Centering and shuttering including strutting, propping etc. and removal of form for 6. Columns, Pillars, Piers, Abutments, Posts and Struts [Through Rate]	-	Sqm	262	-
10	[6.15.1]Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor four level, excluding cost of centering, shuttering, finishing and reinforcement : 1. 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size) [Through Rate]	-	cum	5,969	-

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 • 0.82 MB

Work Item Documents

BOQ_591792.xls

BOQ • 0.35 MB

Ready to Participate?

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Company

The Jai Shiv Shankar Co-operative Labour and Construction Society limited

1₹28.0 LAccepted-AOC

26 B AVTAR COLONY KARNAL 132001 | KARNAL | KARNAL | HARYANA | 132001

THE SHREE BALAJI COOPERATIVE LABOUR AND CONSTRUCTION SOCIETY LTD.

2₹28.5 L+₹48,244.90 (1.72%)Rejected-Finance

HOUSE NO 685 SECTOR 7 URBAN ESTATE KARNAL 132001 | KARNAL | KARNAL | HARYANA | 132001

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

[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

[11.98.1]Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali and fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives. 1. New work (Two or more coats applied @ 1.43 litre/ 10 sqm Over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm [Through Rate]

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. [Through Rate]

Sqm

655

[6.30.1]Centering and shuttering including strutting, propping etc. and removal of form for 1. Foundations, footings, bases of columns, etc. for mass concrete [Through Rate]

Sqm

156

[11.82.1]Painting the wooden / metal surface with synthetic enamel paint of approved brand and manufacture to give an even shade : 1. Two or more coats on new work [Through Rate]

Sqm

[3.1.1]By Mechanical Transport including loading, unloading and stacking 1. Lime, moorum, building rubbish [5km]

cum

[11.6.1]15 mm cement plaster on the rough side of single or half brick wall of mix : 1. 1:4 (1 cement: 4 fine sand) [Through Rate]

Sqm

138

[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. [Through Rate]

cum

[6.30.6]Centering and shuttering including strutting, propping etc. and removal of form for 6. Columns, Pillars, Piers, Abutments, Posts and Struts [Through Rate]

Sqm

262

[6.15.1]Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor four level, excluding cost of centering, shuttering, finishing and reinforcement : 1. 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size) [Through Rate]

cum

5,969