Delhi

Financial BO

Works

Civil Works

Upgradation and beautification of Chaudhary Brahm Prakash Chowk and Surrounding Islands on Pusa Road, New Delhi under sub-Division-III, SWR-I, PWD (GNCTD) (SH Civil, Electrical and Horticulture works) (Balance work)

Public Works Department

New Delhi, Delhi

Amount: ₹31.6 LCloses: 25 Jul 2026Closed

Timeline

Published17 Jul 2026
Closed25 Jul 2026
Technical Evaluation10 Aug 2026
Financial Evaluation10 Aug 2026
Award—

Bids

Percentage

1 Bid10 Aug 2026

#	Company	Quoted %	Amount	Rank	Status
1	RAJA ELECTRICAL ENGINEERING WORKS L1₹33.7 LAdmitted-Finance 15 119 DAKHINPURI NEW DELHI 110062 \| SOUTH \| DELHI \| 110062	+6.79%	₹33.7 L	L1	Admitted-Finance

Tender Value

₹31.6 L

EMD Value

₹63,195

Closing Date

25 Jul 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

Upgradation and beautification of Chaudhary Brahm Prakash Chowk and Surrounding Islands on Pusa Road, New Delhi under sub-Division-III, SWR-I, PWD (GNCTD) (SH Civil, Electrical and Horticulture works) (Balance work)

Tender Information

Tender ID

2026_PWD_295519_1

Reference Number

14/SE/South West Circle/PWD/2026-27, Nit no. 22/EE/SWR-I/PWD/2026-27. (3rd call).

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Works

Period of Work

30 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

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

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

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

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

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

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

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

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

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

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

Requiredxi.) The agency have to upload details such as Proprietor name, Mob No., eMail ID, (.pdf)

Finance

Requiredboq (.xls)

Fee & Financial Details

Tender Fee Amount

₹0

EMD Fee Amount

₹63,195

Important Dates

Last Activity

10 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 (38 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1For Civil Works :- Earth 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	-	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	1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)	-	Cum	1	-
4	Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth.	-	Sqm	1	-
5	Providing 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 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. 5.1 All works upto plinth level : 5.1.1 Concrete of M25 grade with minimum cement content of 300 kg /cum	-	Cum	1	-
6All works above plinth and upto floor V level
6.1	Concrete of M25 grade with minimum cement content of 300 kg /cum.	-	Cum	-	-
7Centering and shuttering including strutting, propping etc. and removal of form for

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 • 1.46 MB

Work Item Documents

3rdcallnit22.pdf

Tender Documents • 1.45 MB

BOQ_393180.xls

BOQ • 0.33 MB

Ready to Participate?

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Company

RAJA ELECTRICAL ENGINEERING WORKS

L1₹33.7 LAdmitted-Finance

15 119 DAKHINPURI NEW DELHI 110062 | SOUTH | DELHI | 110062

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1For Civil Works :- Earth 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	-	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	1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)	-	Cum	1	-
4	Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth.	-	Sqm	1	-
5	Providing 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 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. 5.1 All works upto plinth level : 5.1.1 Concrete of M25 grade with minimum cement content of 300 kg /cum	-	Cum	1	-
6All works above plinth and upto floor V level
6.1	Concrete of M25 grade with minimum cement content of 300 kg /cum.	-	Cum	-	-
7Centering and shuttering including strutting, propping etc. and removal of form for

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1For Civil Works :- Earth 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

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

1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)

Cum

Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth.

Sqm

Providing 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 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. 5.1 All works upto plinth level : 5.1.1 Concrete of M25 grade with minimum cement content of 300 kg /cum

Cum

6All works above plinth and upto floor V level

6.1

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

Cum

7Centering and shuttering including strutting, propping etc. and removal of form for