Delhi

Financial BO

Works

Civil Works

AR and MO various roads under PWD Division South West Road-I during 2026-27. (SH Improvement of footpath, berm portion etc. for upcoming 4th India-Africa Forum Summit (IAFS-IV) 2026 under Sub Division-I, New Delhi).

Public Works Department

New Delhi, Delhi

Amount: ₹56.8 LCloses: 12 May 2026Closed

Timeline

Published5 May 2026
Closed12 May 2026
Technical Evaluation18 May 2026
Financial Evaluation18 May 2026
Award—

Bids

Percentage

3 Bids18 May 2026

#	Company	Quoted %	Amount	Rank	Status
1	M/S Bhawani Constructions L1₹55.0 LAdmitted-Finance	-3.07%	₹55.0 L	L1	Admitted-Finance
2	AMAN CHOUDHARY Not Admitted-Fee/PreQual/Technical	-	-	-	Not Admitted-Fee/PreQual/Technical Not Complied with technical specification
3	BALAJI CONSTRUCTION COMPANY Not Admitted-Fee/PreQual/Technical 182 INDRA COLONY VILL DAMODARPURA POST TODABHATA TEA BASSI BASSI JAIPUR JAIPUR RAJASTHAN 303301 \| JAIPUR \| RAJASTHAN \| 303301	-	-	-	Not Admitted-Fee/PreQual/Technical Not Complied with technical specification

Tender Value

₹56.8 L

EMD Value

₹1.1 L

Closing Date

12 May 2026, 3:00 pmClosed

Tender Inviting Organisation

Name

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

Address

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

Work Description

AR and MO various roads under PWD Division South West Road-I during 2026-27. (SH Improvement of footpath, berm portion etc. for upcoming 4th India-Africa Forum Summit (IAFS-IV) 2026 under Sub Division-I, New Delhi).

Tender Information

Tender ID

2026_PWD_290824_1

Reference Number

10/EE/SWR-I/PWD/2026-27

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Works

Period of Work

21 days

Location

New Delhi

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

15 documents required · 15 mandatory

Fee/PreQual/Technical

Requiredi.) Earnest Money in the form of Insurance Surety Bonds, Account Payee Demand Draft, Fixed Deposit (.pdf)

Requiredii.) Copy of receipt for deposition of original EMD and scan copy of EMD. (.pdf)

Requirediii.) Valid contractors registration/enlistment order (For enlisted CPWD contractors only) (.pdf)

Requirediv.) Certificate of Financial Turnover from CA as per Form-A. (For non-CPWD Contractors only). (.pdf)

Requiredv.) Bankers certificate or Net Worth Certificate as per Form B or B-1. (For non-CPWD contractors (.pdf)

Requiredvi.) Certificates of Work Experience and performance as per Form-C and D. Private work experience (.pdf)

Requiredvii.) Affidavit on Non-Judicial Stamp Paper of Rs. 100/-regarding debarment and blacklisting as per (.pdf)

Requiredviii.) Affidavit on Non-Judicial Stamp Paper of Rs. 100/- regarding back-to-back execution as per Fo (.pdf)

Requiredix.) Affidavit on India Non-Judicial e-stamp of Rs. 100/- of Non-Compliance and Blacklisting Form-G. (.pdf)

Requiredx.) Affidavit on India Non-Judicial e-stamp of Rs. 100/- for any mishappening at site as per annexur (.pdf)

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

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

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

Requiredxiv.) The agency have to upload details such as Proprietor name, Mob No., e-Mail ID, Corresponden (.pdf)

Finance

Requiredboq (.xls)

Fee & Financial Details

Tender Fee Amount

₹0

EMD Fee Amount

₹1.1 L

Important Dates

Last Activity

18 May 2026

Published

5 May 2026

Bid Opening

12 May 2026

Download Starts

5 May 2026

Download Ends

12 May 2026

Submission Starts

5 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 (28 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and for all lift, disposed earth to be levelled and neatly dressed.
1.1	All kinds of soil	-	Cum	-	-
2Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
2.1	1:2:4 (1 Cement : 2 coarse sand(zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources).	-	Cum	-	-
2.2	1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources)	-	Cum	-	-
3Providing 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. (3.1) All works up to plinth level:
3.1	Concrete of M-10 grade with minimum cement content of 220 kg/cum.	-	Cum	1	-
3.2	Concrete of M25 grade with minimum cement content of 300 kg /cum	-	Cum	1	-
4Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level.
4.1	Thermo-Mechanically Treated bars of grade Fe-500-D 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 • 1.50 MB

Work Item Documents

nit10.pdf

Tender Documents • 1.49 MB

BOQ_385903.xls

BOQ • 0.34 MB

Ready to Participate?

Download all tender documents and submit your bid

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Company

M/S Bhawani Constructions

L1₹55.0 LAdmitted-Finance

AMAN CHOUDHARY

Not Admitted-Fee/PreQual/Technical

BALAJI CONSTRUCTION COMPANY

Not Admitted-Fee/PreQual/Technical

182 INDRA COLONY VILL DAMODARPURA POST TODABHATA TEA BASSI BASSI JAIPUR JAIPUR RAJASTHAN 303301 | JAIPUR | RAJASTHAN | 303301

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and for all lift, disposed earth to be levelled and neatly dressed.
1.1	All kinds of soil	-	Cum	-	-
2Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
2.1	1:2:4 (1 Cement : 2 coarse sand(zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources).	-	Cum	-	-
2.2	1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources)	-	Cum	-	-
3Providing 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. (3.1) All works up to plinth level:
3.1	Concrete of M-10 grade with minimum cement content of 220 kg/cum.	-	Cum	1	-
3.2	Concrete of M25 grade with minimum cement content of 300 kg /cum	-	Cum	1	-
4Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level.
4.1	Thermo-Mechanically Treated bars of grade Fe-500-D or more	-	Kg	1	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and for all lift, disposed earth to be levelled and neatly dressed.

1.1

All kinds of soil

Cum

2Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :

2.1

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

Cum

2.2

1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources)

Cum

3Providing 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. (3.1) All works up to plinth level:

3.1

Concrete of M-10 grade with minimum cement content of 220 kg/cum.

Cum

3.2

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

Cum

4Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level.

4.1

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