Delhi

Financial Eval

Works

Civil Works

Construction of RCC Rainwater collection tank with pump room and remodelling of existing drain and repair of footpath i/c Providing and fixing of new pump, panel and EI work for new pump house at Road No. 237 and Road from ITI Corner to Kendriya Vidy

Public Works Department

Under WR-14 | West Delhi, Delhi

Amount: ₹9.2 CrCloses: 10 Apr 2026Closed

Timeline

Published27 Mar 2026
Closed10 Apr 2026
Technical Evaluation12 May 2026
Financial Evaluation12 May 2026
Award—

Bids

Percentage

2 Bids12 May 2026

#	Company	Amount	Rank	Status
1	M/S JAI BHAGWAN L1₹9.4 CrAccepted-Finance	₹9.4 Cr	L1	Accepted-Finance Accepted
2	KUNAL CONSTRUCTION Not Admitted-Fee/PreQual/Technical	-	-	Not Admitted-Fee/PreQual/Technical Not Complied with technical specification

Tender Value

₹9.2 Cr

EMD Value

₹18.4 L

Closing Date

10 Apr 2026, 3:00 pmClosed

Tender Inviting Organisation

Name

Executive Engineer PWD Division M-111 New Delhi

Address

Executive Engineer PWD West Road-1 Division (M-111), R R Line Ring Road New Delhi-110010

Work Description

Construction of RCC Rainwater collection tank with pump room and remodelling of existing drain and repair of footpath i/c Providing and fixing of new pump, panel and EI work for new pump house at Road No. 237 and Road from ITI Corner to Kendriya Vidy

Tender Information

Tender ID

2026_PWD_287837_2

Reference Number

44/SE/WMC/PWD/2025-26 (42/EE/PWD/WR-1/2025-26)

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Percentage

Period of Work

180 days

Location

Under WR-14

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

12 documents required · 12 mandatory

Fee/PreQual/Technical

RequiredCopy of receipt for deposition of original EMD to any division office of CPWD/PWD and scanned copy.. (.pdf)

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

RequiredA certificate of work experience issued by an officer not below the rank of Executive Engineer (.pdf)

RequiredAffidavit on non judicial stamp paper of Rs. 100/- for Format F, Format G , Format H, Format I (.pdf)

RequiredThe Copy of GST Registration Certificate of the State in which the work is to be taken up, if .. (.pdf)

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

RequiredBidders are required to upload the NIT in PDF as uploaded by EE. This will satisfy digital Signature (.pdf)

RequiredThe agency has to upload details such as - Proprietor name, Mob No., e-Mail ID, Correspondenc (.pdf)

RequiredCertificate of Financial Turnover from C.A. (Form A).(Not applicable to bidder having enlistment of (.pdf)

RequiredBankers Certificate (Form B) or Net Worth Certificate (Form B-1)(Not applicable to bidder having.... (.pdf)

RequiredAny other documents (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹0

EMD Fee Amount

₹18.4 L

Important Dates

Last Activity

12 May 2026

Published

27 Mar 2026

Bid Opening

10 Apr 2026

Download Starts

27 Mar 2026

Download Ends

10 Apr 2026

Submission Starts

27 Mar 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 (42 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.
1.01	All kinds of soil	-	Cum	-	-
2Excavating trenches by mechinical / manual means of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth, 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 :
2.01	All kinds of soil.	-	Metre	-	-
3Filling 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 and for all lift.
4Laying Cement mortar 1:4 (1 cement : 4 coarse sand) as a bed under precast section:
5Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/ Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content design mix is more than 110% of the minimum specified cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.
5.01	All works upto plinth level : Concrete of M10 grade with minimum cement content of 220 kg /cum	-	Cum	-	-
6Centering and shuttering including strutting, propping etc. and removal of form for
6.01	Walls (any thickness) including attached plasters butteresses, plinth and string courses etc.	-	Sqm	-	-

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

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 • 5.60 MB

Work Item Documents

BOQ_384245.xls

BOQ • 0.50 MB

Ready to Participate?

Download all tender documents and submit your bid

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Company

M/S JAI BHAGWAN

L1₹9.4 CrAccepted-Finance

KUNAL CONSTRUCTION

Not Admitted-Fee/PreQual/Technical

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.
1.01	All kinds of soil	-	Cum	-	-
2Excavating trenches by mechinical / manual means of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth, 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 :
2.01	All kinds of soil.	-	Metre	-	-
3Filling 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 and for all lift.
4Laying Cement mortar 1:4 (1 cement : 4 coarse sand) as a bed under precast section:
5Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/ Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content design mix is more than 110% of the minimum specified cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.
5.01	All works upto plinth level : Concrete of M10 grade with minimum cement content of 220 kg /cum	-	Cum	-	-
6Centering and shuttering including strutting, propping etc. and removal of form for
6.01	Walls (any thickness) including attached plasters butteresses, plinth and string courses etc.	-	Sqm	-	-

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.

1.01

All kinds of soil

Cum

2Excavating trenches by mechinical / manual means of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth, 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 :

2.01

All kinds of soil.

Metre

3Filling 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 and for all lift.

4Laying Cement mortar 1:4 (1 cement : 4 coarse sand) as a bed under precast section:

5Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/ Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content design mix is more than 110% of the minimum specified cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.

5.01

All works upto plinth level : Concrete of M10 grade with minimum cement content of 220 kg /cum

Cum

6Centering and shuttering including strutting, propping etc. and removal of form for

6.01

Walls (any thickness) including attached plasters butteresses, plinth and string courses etc.

Sqm