Delhi

Financial Eval

Works

Composite Works

Construction of 6,75,000 litre UG Tank with inlet and screening chambers and laying of 1000mm DI of K-9 from Jharoda Village to Mungeshpur Drain under SD-II, SWR-II, Najafgarh, New Delhi. (SH Civil and Electrical Work).

Public Works Department

New Delhi | South West Delhi, Delhi

Amount: ₹9.6 CrCloses: 30 Apr 2026Closed

Timeline

Published22 Apr 2026
Closed30 Apr 2026
Technical Evaluation6 May 2026
Financial Evaluation6 May 2026
Award—

Bids

Percentage

5 Bids6 May 2026

#	Company	Amount	Rank	Status
1	Surender Singh L1₹8.8 CrAccepted-Finance	₹8.8 Cr	L1	Accepted-Finance L1
2	aditya construction L2₹9.6 Cr+₹86.6 L (9.89%)Accepted-Finance	₹9.6 Cr+₹86.6 L (9.89%)	L2	Accepted-Finance L2
3	Elecsa Infratech Pvt. Ltd. L3₹9.9 Cr+₹1.2 Cr (13.4%)Accepted-Finance	₹9.9 Cr+₹1.2 Cr (13.4%)	L3	Accepted-Finance L3
4	K. Construction Company L4₹10.4 Cr+₹1.6 Cr (18.4%)Accepted-Finance D 1 23 IST FLOOR VASANT VIHAR NEW DELHI 110057 \| NEW DELHI \| DELHI \| 110057	₹10.4 Cr+₹1.6 Cr (18.4%)	L4	Accepted-Finance L4
5	M.D. ENTERPRISES L5₹10.4 Cr+₹1.6 Cr (18.7%)Accepted-Finance 04 PANKAJ KANNAUJIA SONADIH ROAD NAUKAPURA BELTHARA ROAD BALLIA BALLIA UTTAR PRADESH 221715 \| BALLIA \| UTTAR PRADESH \| 221715	₹10.4 Cr+₹1.6 Cr (18.7%)	L5	Accepted-Finance L5

Tender Value

₹9.6 Cr

EMD Value

₹19.3 L

Closing Date

30 Apr 2026, 3:00 pmClosed

Tender Inviting Organisation

Name

Executive Engineer SWR-II

Address

O/o EE SWR-II Under Dabri Flyover, Pankha Road, ND

Work Description

Construction of 6,75,000 litre UG Tank with inlet and screening chambers and laying of 1000mm DI of K-9 from Jharoda Village to Mungeshpur Drain under SD-II, SWR-II, Najafgarh, New Delhi. (SH Civil and Electrical Work).

Tender Information

Tender ID

2026_PWD_290195_1

Reference Number

01/SE/SOUTH WEST CIRCLE/PWD/2026-27/R-1 (01/EE/SWR-II/PWD/2026-27/R-1)

Tender Type

Open Tender

Product Category

Composite Works

Form of Contract

Works

Period of Work

120 days

Location

New Delhi

Source Website

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Eligibility / Pre-Qualification

As per tender documents

Documents Required

12 documents required · 12 mandatory

Fee/PreQual/Technical

RequiredCopy of receipt for deposition of original EMD to any division office as mention in NIT P.N.7 S.N(i) (.pdf)

RequiredValid contractors registration/enlistment order (for enlisted CPWD contractors only). (.pdf)

RequiredA certificate of work experience issued by an officer...as mention in NIT P.No.7 S.No.(iii) (.pdf)

RequiredAffidavit on non judicial stamp paper of Rs. 100/- for Format F...as mention in NIT P.No.7 S.No.(v) (.pdf)

RequiredThe Copy of GST Registration Certificate....as mention in NIT P.No.7 S.No.(vi) (.pdf)

RequiredCopy of PAN Card issued by Income Tax Department (.pdf)

RequiredBidders are required to upload the NIT in PDF as uploaded by EE as mention in NIT P.No.7 S.No.(viii) (.pdf)

RequiredThe agency has to upload details such as Proprietor name...as mention in NIT P.No.7 S.No.(ix) (.pdf)

RequiredLetter of Transmittal as per Form-J..... as mention NIT P.No.7 S.No.(x) (.pdf)

RequiredCertificate of Financial Turnover from C.A. (Form A)...as mention in NIT P.No.7 S.No.(ix) (.pdf)

RequiredBankers Certificate (Form B) or Net Worth Certificate (Form B-1) as mention in NIT P.No.7 S.No.(xi) (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹0

EMD Fee Amount

₹19.3 L

Important Dates

Last Activity

6 May 2026

Published

22 Apr 2026

Bid Opening

30 Apr 2026

Download Starts

22 Apr 2026

Download Ends

30 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 (92 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. 1.1) All kinds of soil
2Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.
3Dismantling of flexible pavement (bituminous courses) by mechanical means and disposal of dismantled material up to a lead of 1 kilometre, as per direction of Engineer-in-charge.
4Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved.
5Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres
6Providing and applying tack coat using bitumen emulsion conforming to IS:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom. 6.1) With medium setting bitumen emulsion
6.01	On W.B.M / W.M.M. @ 0.4kg/sqm	-	sqm	-	-
6.02	On bituminous surface @ 0.25kg/sqm	-	sqm	-	-
7Providing and laying Dense Graded Bituminous Macadam using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specifications and directions of Engineer-in-Charge.
7.1	50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity.	-	Cum	-	-

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

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 • 6.44 MB

Work Item Documents

BOQ_385232.xls

BOQ • 0.50 MB

NIT01R.pdf

Tender Documents • 6.42 MB

Ready to Participate?

Download all tender documents and submit your bid

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Company

Surender Singh

L1₹8.8 CrAccepted-Finance

aditya construction

L2₹9.6 Cr+₹86.6 L (9.89%)Accepted-Finance

Elecsa Infratech Pvt. Ltd.

L3₹9.9 Cr+₹1.2 Cr (13.4%)Accepted-Finance

K. Construction Company

L4₹10.4 Cr+₹1.6 Cr (18.4%)Accepted-Finance

D 1 23 IST FLOOR VASANT VIHAR NEW DELHI 110057 | NEW DELHI | DELHI | 110057

M.D. ENTERPRISES

L5₹10.4 Cr+₹1.6 Cr (18.7%)Accepted-Finance

04 PANKAJ KANNAUJIA SONADIH ROAD NAUKAPURA BELTHARA ROAD BALLIA BALLIA UTTAR PRADESH 221715 | BALLIA | UTTAR PRADESH | 221715

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. 1.1) All kinds of soil
2Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.
3Dismantling of flexible pavement (bituminous courses) by mechanical means and disposal of dismantled material up to a lead of 1 kilometre, as per direction of Engineer-in-charge.
4Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved.
5Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres
6Providing and applying tack coat using bitumen emulsion conforming to IS:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom. 6.1) With medium setting bitumen emulsion
6.01	On W.B.M / W.M.M. @ 0.4kg/sqm	-	sqm	-	-
6.02	On bituminous surface @ 0.25kg/sqm	-	sqm	-	-
7Providing and laying Dense Graded Bituminous Macadam using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specifications and directions of Engineer-in-Charge.
7.1	50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity.	-	Cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. 1.1) All kinds of soil

2Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.

3Dismantling of flexible pavement (bituminous courses) by mechanical means and disposal of dismantled material up to a lead of 1 kilometre, as per direction of Engineer-in-charge.

4Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved.

5Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres

6Providing and applying tack coat using bitumen emulsion conforming to IS:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom. 6.1) With medium setting bitumen emulsion

6.01

On W.B.M / W.M.M. @ 0.4kg/sqm

sqm

6.02

On bituminous surface @ 0.25kg/sqm

sqm

7Providing and laying Dense Graded Bituminous Macadam using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specifications and directions of Engineer-in-Charge.

7.1

50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity.

Cum