Haryana

AOC

Works

Civil Works

CONST OF STREET BHUPENDER TO TULSI MEHTA,AMIR TANEJA TO DASHMESH GURUDWARA TO GULAB SINGH IN W 11 RATIA

Haryana Government

Ratia | Fatehabad, Haryana

Amount: ₹15.7 LCloses: 20 May 2026Closed

Timeline

Published14 May 2026
Closed20 May 2026
Technical Evaluation19 Jun 2026
Awarded1 Jul 2026

Bids

Percentage

4 Bids1 Jul 2026

#	Company	Amount	Rank	Status
1	THE RATIA MAA DURGA COOP L AND C SOCIETY 4₹12.5 LAccepted-AOC	₹12.5 L	4	Accepted-AOC L-1
2	The Dhaliwal Cooperative Labour And Construction Society Ltd Ratia 2₹13.2 LRejected-Finance	₹13.2 L	2	Rejected-Finance L-2
3	THE RATIA ROYAL COOPERATIVE LABOUR AND CONSTRUCTION SOCIETY LIMITED, RATIA 3₹13.7 LRejected-Finance	₹13.7 L	3	Rejected-Finance L-3
4	THE SHREE NAINA DEVI COOP L AND C SOCIETY 4₹14.9 LRejected-Finance	₹14.9 L	4	Rejected-Finance L-4

Tender Value

₹15.7 L

EMD Value

₹31,306

Closing Date

20 May 2026, 5:00 pmClosed

Tender Inviting Organisation

Name

Pankaj Kumar

Address

Municipal Committee Ratia

Work Description

CONST OF STREET BHUPENDER TO TULSI MEHTA,AMIR TANEJA TO DASHMESH GURUDWARA TO GULAB SINGH IN W 11 RATIA

Tender Information

Tender ID

2026_HRY_521618_1

Reference Number

2026789D9231 2576 4DCB 8DE8 88EA57346FE6273ULB

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Works

Period of Work

150 days

Location

Ratia

Source Website

Subscribe to view

Eligibility / Pre-Qualification

STREET IPB

Documents Required

2 documents required · 2 mandatory

Fee/PreQual/Technical

RequiredDNIT (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹1,000

EMD Fee Amount

₹31,306

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

1 Jul 2026

Published

14 May 2026

Bid Opening

21 May 2026

Download Starts

14 May 2026

Download Ends

20 May 2026

Submission Starts

14 May 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 (10 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Laying and Jointing PVC Pipe. Heading
1.01	[11.5.3]12 mm cement plaster of mix : 3. 1:4 (1 cement: 4 fine sand) [Through Rate]	157.5	Sqm	113	₹17,797.5
1.02	[17.22.2]Water Bound Macadam Gr I 2. Water Bound Macadam Grading I with screening Type A Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical clause 404 of MORT&H specifications [Through Rate]	171.5	cum	1,225	₹2,10,087.5
1.03	[17.5.3]Compacting Original Ground 3. Compaction of Earthwork Compaction of & preparation of sub grade including loosening, levelling of earth 225 mm thick top layer, rough dressing of soil, final dressing of earth to give level, camber, watering, rolling with road roller, compacting the bed to achieve minimum dry density as given in the Table 3000-2 as per technical clause 305 of MORT&H specifications [Through Rate]	1,715	Sqm	7	₹12,005
1.04	[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]	1,715	Sqm	655	₹11,23,325
1.05	[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]	1,365	Sqm	26	₹35,490
2	[3.1.2]By Mechanical Transport including loading, unloading and stacking 2. Earth [5km]	385.88	cum	83	₹32,028.04
3	[3.CA001] CA001. Good earth [Rate]	385.88	cum	83	₹32,028.04
4	[6.1.2]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: 2. 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) [Through Rate]	1.68	cum	3,476	₹5,839.68
5	[7.22.2]Brick work with common burnt clay non-modular bricks of class designation 10.5 in superstructure above plinth level up to floor IV level in all shapes and sizes in : 2. Cement mortar 1:6 (1 cement : 6 coarse sand) [Through Rate]	17.96	cum	4,488	₹80,604.48

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_600527.xls

BOQ • 0.30 MB

Ready to Participate?

Download all tender documents and submit your bid

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Company

THE RATIA MAA DURGA COOP L AND C SOCIETY

4₹12.5 LAccepted-AOC

The Dhaliwal Cooperative Labour And Construction Society Ltd Ratia

2₹13.2 LRejected-Finance

THE RATIA ROYAL COOPERATIVE LABOUR AND CONSTRUCTION SOCIETY LIMITED, RATIA

3₹13.7 LRejected-Finance

THE SHREE NAINA DEVI COOP L AND C SOCIETY

4₹14.9 LRejected-Finance

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Laying and Jointing PVC Pipe. Heading
1.01	[11.5.3]12 mm cement plaster of mix : 3. 1:4 (1 cement: 4 fine sand) [Through Rate]	157.5	Sqm	113	₹17,797.5
1.02	[17.22.2]Water Bound Macadam Gr I 2. Water Bound Macadam Grading I with screening Type A Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical clause 404 of MORT&H specifications [Through Rate]	171.5	cum	1,225	₹2,10,087.5
1.03	[17.5.3]Compacting Original Ground 3. Compaction of Earthwork Compaction of & preparation of sub grade including loosening, levelling of earth 225 mm thick top layer, rough dressing of soil, final dressing of earth to give level, camber, watering, rolling with road roller, compacting the bed to achieve minimum dry density as given in the Table 3000-2 as per technical clause 305 of MORT&H specifications [Through Rate]	1,715	Sqm	7	₹12,005
1.04	[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]	1,715	Sqm	655	₹11,23,325
1.05	[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]	1,365	Sqm	26	₹35,490
2	[3.1.2]By Mechanical Transport including loading, unloading and stacking 2. Earth [5km]	385.88	cum	83	₹32,028.04
3	[3.CA001] CA001. Good earth [Rate]	385.88	cum	83	₹32,028.04
4	[6.1.2]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: 2. 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) [Through Rate]	1.68	cum	3,476	₹5,839.68
5	[7.22.2]Brick work with common burnt clay non-modular bricks of class designation 10.5 in superstructure above plinth level up to floor IV level in all shapes and sizes in : 2. Cement mortar 1:6 (1 cement : 6 coarse sand) [Through Rate]	17.96	cum	4,488	₹80,604.48

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Laying and Jointing PVC Pipe. Heading

1.01

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

157.5

Sqm

113

₹17,797.5

1.02

[17.22.2]Water Bound Macadam Gr I 2. Water Bound Macadam Grading I with screening Type A Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical clause 404 of MORT&H specifications [Through Rate]

171.5

cum

1,225

₹2,10,087.5

1.03

[17.5.3]Compacting Original Ground 3. Compaction of Earthwork Compaction of & preparation of sub grade including loosening, levelling of earth 225 mm thick top layer, rough dressing of soil, final dressing of earth to give level, camber, watering, rolling with road roller, compacting the bed to achieve minimum dry density as given in the Table 3000-2 as per technical clause 305 of MORT&H specifications [Through Rate]

1,715

Sqm

₹12,005

1.04

[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]

1,715

Sqm

655

₹11,23,325

1.05

[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]

1,365

Sqm

₹35,490

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

385.88

cum

₹32,028.04

[3.CA001] CA001. Good earth [Rate]

385.88

cum

₹32,028.04

[6.1.2]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: 2. 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) [Through Rate]

1.68

cum

3,476

₹5,839.68

[7.22.2]Brick work with common burnt clay non-modular bricks of class designation 10.5 in superstructure above plinth level up to floor IV level in all shapes and sizes in : 2. Cement mortar 1:6 (1 cement : 6 coarse sand) [Through Rate]

17.96

cum

4,488

₹80,604.48