Delhi

Financial BO

Works

Civil Works

AR and MO various roads under PWD Division South West Road-I during 2026-27. SH Providing and laying DI pipeline at NH-8 and other various locations under Sub Division-II, New Delhi

Public Works Department

New Delhi, Delhi

Amount: ₹1.4 CrCloses: 25 Jul 2026Closed

Timeline

Published17 Jul 2026
Closed25 Jul 2026
Technical Evaluation6 Aug 2026
Financial Evaluation6 Aug 2026
Award—

Bids

Percentage

1 Bid6 Aug 2026

#	Company	Quoted %	Amount	Rank	Status
1	Ravi Tanwar L1₹1.5 CrAdmitted-Finance 38 ASOLA FATEHPUR BERI NEW DELHI 110074 \| SOUTH \| DELHI \| 110074	+5.99%	₹1.5 Cr	L1	Admitted-Finance

Tender Value

₹1.4 Cr

EMD Value

₹2.8 L

Closing Date

25 Jul 2026, 3:00 pmClosed

Tender Inviting Organisation

Name

Executive Engineer, M-113(N), PWD, New Delhi-10

Address

Executive Engineer, M-113(N), PWD, New Delhi-10

Work Description

AR and MO various roads under PWD Division South West Road-I during 2026-27. SH Providing and laying DI pipeline at NH-8 and other various locations under Sub Division-II, New Delhi

Tender Information

Tender ID

2026_PWD_295488_1

Reference Number

23/SE/SOUTH WEST CIRCLE/PWD/2026-27. NIT No. 29/EE/SWR-1/PWD/2026-27.

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Works

Period of Work

120 days

Location

New Delhi

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

12 documents required · 12 mandatory

Fee/PreQual/Technical

Required(i) Copy of receipt for deposition of original EMD to any division office of PWD (GNCTD) and scanned (.pdf)

Required(ii) Valid contractors registration/enlistment order (for enlisted CPWD contractors only). (.pdf)

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

Required(v) Affidavit on non judicial stamp paper of Rs. 100 for Format F, Format G, Format H, Format I (.pdf)

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

Required(vii) Copy of PAN Card issued by Income Tax Department. (.pdf)

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

Required(ix) The agency has to upload details such as Proprietor name, Mobile No., e Mail ID, (.pdf)

Required(x) Letter of Transmittal as per Form-J. (Not applicable to bidder having enlistment in appropriate (.pdf)

Required(xi) Certificate of Financial Turnover from C.A. (Form A).(Not applicable to bidder having enlistmen (.pdf)

Required(xii) Bankers Certificate (Form B) or Net Worth Certificate (Form B-1) (Not applicable to bidder (.pdf)

Finance

Requiredboq (.xls)

Fee & Financial Details

Tender Fee Amount

₹0

EMD Fee Amount

₹2.8 L

Important Dates

Last Activity

6 Aug 2026

Published

17 Jul 2026

Bid Opening

25 Jul 2026

Download Starts

17 Jul 2026

Download Ends

25 Jul 2026

Submission Starts

17 Jul 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 (26 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Earth 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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
1.1	All kinds of soil.	-	Cum	-	-
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 and for all lift.
3Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
3.1	1:2:4 (1 cement : 2 coarse sand (zone-lll) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)	-	Cum	-	-
3.2	1:5:10 (1 cement : 5 coarse sand (zone-III): 10 graded stone aggregate 40 mm nominal size).	-	Cum	-	-
4Providing 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 upto 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in 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.All works up to plinth level:
4.1	Concrete of M25 grade with minimum cement content of 300 kg /cum	-	Cum	1	-
5Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
5.1	Thermo-Mechanically Treated bars of grade Fe-500D or more.	-	Kg	1	-

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.03 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

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 • 1.49 MB

Work Item Documents

nit29.pdf

Tender Documents • 1.47 MB

BOQ_393144.xls

BOQ • 0.28 MB

Ready to Participate?

Download all tender documents and submit your bid

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Company

Ravi Tanwar

L1₹1.5 CrAdmitted-Finance

38 ASOLA FATEHPUR BERI NEW DELHI 110074 | SOUTH | DELHI | 110074

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Earth 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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
1.1	All kinds of soil.	-	Cum	-	-
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 and for all lift.
3Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
3.1	1:2:4 (1 cement : 2 coarse sand (zone-lll) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)	-	Cum	-	-
3.2	1:5:10 (1 cement : 5 coarse sand (zone-III): 10 graded stone aggregate 40 mm nominal size).	-	Cum	-	-
4Providing 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 upto 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in 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.All works up to plinth level:
4.1	Concrete of M25 grade with minimum cement content of 300 kg /cum	-	Cum	1	-
5Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
5.1	Thermo-Mechanically Treated bars of grade Fe-500D or more.	-	Kg	1	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Earth 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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.

1.1

All kinds of soil.

Cum

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 and for all lift.

3Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :

3.1

1:2:4 (1 cement : 2 coarse sand (zone-lll) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)

Cum

3.2

1:5:10 (1 cement : 5 coarse sand (zone-III): 10 graded stone aggregate 40 mm nominal size).

Cum

4Providing 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 upto 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in 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.All works up to plinth level:

4.1

Concrete of M25 grade with minimum cement content of 300 kg /cum

Cum

5Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.

5.1

Thermo-Mechanically Treated bars of grade Fe-500D or more.