Haryana

AOC

Works

Civil Works

Construction of Street and P/L of NP-2 Pipe From Shop of Suresh Sangwan to H/o Raj Pal, H/o Gyan Chand to H/o Mahender, Jyoti Boutique to H/o Satpal in Munda Majra Colony in Ward No.-09, Municipal Corporation Yamaunnagar-Jagadhri Recall

Haryana Government

Yamunanagar, Haryana

Amount: ₹3.5 LCloses: 28 Apr 2026Closed

Timeline

Published22 Apr 2026
Closed28 Apr 2026
Awarded7 May 2026

Bids

Percentage

2 Bids7 May 2026

#	Company	Amount	Rank	Status
1	The Bihta Cooprative Labour and Construction Society Limted Bihta 1₹3.2 LAccepted-AOC	₹3.2 L	1	Accepted-AOC AOC
2	STAR CASPION 2₹3.4 L+₹25,847.15 (8.10%)Rejected-Finance	₹3.4 L+₹25,847.15 (8.10%)	2	Rejected-Finance Rejected

Tender Value

₹3.5 L

EMD Value

₹6,500

Closing Date

28 Apr 2026, 5:00 pmClosed

Tender Inviting Organisation

Name

Vikas Dhiman

Address

Municipal Corporation Yamunanagar

Work Description

Construction of Street and P/L of NP-2 Pipe From Shop of Suresh Sangwan to H/o Raj Pal, H/o Gyan Chand to H/o Mahender, Jyoti Boutique to H/o Satpal in Munda Majra Colony in Ward No.-09, Municipal Corporation Yamaunnagar-Jagadhri Recall

Tender Information

Tender ID

2026_HRY_516709_1

Reference Number

20264718C8D8 D315 4844 A855 68432B987BAF288ULB

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Works

Period of Work

75 days

Location

Yamunanagar

Source Website

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Documents Required

2 documents required · 2 mandatory

Fee/PreQual/Technical

RequiredTECHNICAL BID (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹500

EMD Fee Amount

₹6,500

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

7 May 2026

Published

22 Apr 2026

Bid Opening

29 Apr 2026

Download Starts

22 Apr 2026

Download Ends

28 Apr 2026

Submission Starts

22 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 (15 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1.01	[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	1,863	-
1.02	[11.5.3]12 mm cement plaster of mix : 3. 1:4 (1 cement: 4 fine sand) [Through Rate]	-	Sqm	113	-
1.03	[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	-
1.04	[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	-
1.05	[20.62.2]Providing, lowering, laying, cutting (cut surface to be uniformly finished), jointing with rubber rings marked with IS : 5382 and testing of SPIGOT AND SOCKETTED RCC, NP2 MARKED WITH IS : 458-1988 and specials into trenches for all depths including carriage, loading, unloading, stacking, handling, re-handling etc. complete is all respects to the satisfaction to the Engineer - in -charge. 2. 250 mm i/d [Through Rate]	-	Metre	321	-
1.06	[3.1.1]By Mechanical Transport including loading, unloading and stacking 1. Lime, moorum, building rubbish [5km]	-	cum	66	-
1.07	[3.1.2]By Mechanical Transport including loading, unloading and stacking 2. Earth [5km]	-	cum	83	-
1.08	[3.1.9]By Mechanical Transport including loading, unloading and stacking 9. Brick Tiles [5km]	-	1000 Nos.	3,500	-
1.09	[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	-
1.1	[4.16.1.2]Excavating trenches of required width and depth for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m. 1.2. All kind of soil Pipes, cables etc, exceeding 80 mm dia but not exceeding 300 mm dia. [Through Rate]	-	Metre	64	-

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 • 0.80 MB

Work Item Documents

BOQ_595574.xls

BOQ • 0.29 MB

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Company

The Bihta Cooprative Labour and Construction Society Limted Bihta

1₹3.2 LAccepted-AOC

STAR CASPION

2₹3.4 L+₹25,847.15 (8.10%)Rejected-Finance

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1.01

[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

1,863

1.02

[11.5.3]12 mm cement plaster of mix : 3. 1:4 (1 cement: 4 fine sand) [Through Rate]

Sqm

113

1.03

[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.

1.04

[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

1.05

[20.62.2]Providing, lowering, laying, cutting (cut surface to be uniformly finished), jointing with rubber rings marked with IS : 5382 and testing of SPIGOT AND SOCKETTED RCC, NP2 MARKED WITH IS : 458-1988 and specials into trenches for all depths including carriage, loading, unloading, stacking, handling, re-handling etc. complete is all respects to the satisfaction to the Engineer - in -charge. 2. 250 mm i/d [Through Rate]

Metre

321

1.06

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

cum

1.07

[3.1.2]By Mechanical Transport including loading, unloading and stacking 2. Earth [5km]

cum

1.08

[3.1.9]By Mechanical Transport including loading, unloading and stacking 9. Brick Tiles [5km]

1000 Nos.

3,500

1.09

[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

1.1

[4.16.1.2]Excavating trenches of required width and depth for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m. 1.2. All kind of soil Pipes, cables etc, exceeding 80 mm dia but not exceeding 300 mm dia. [Through Rate]

Metre