Delhi

Financial BO

Works

Civil Works

Restoration of road from Munirka to Vasant Vihar Police Station, Mata Chowk to DJB office, service road from Sector A pocket B and C to Car Market and other various location on road under Sub Division-V, SWR-1, New Delhi (Balance Work).

Public Works Department

New Delhi, Delhi

Amount: ₹29.0 LCloses: 30 Apr 2026Closed

Timeline

Published23 Apr 2026
Closed30 Apr 2026
Technical Evaluation19 May 2026
Financial Evaluation19 May 2026
Award—

Bids

Percentage

1 Bid19 May 2026

#	Company	Quoted %	Amount	Rank	Status
1	MANAV CONSTRUCTION COMPANY L1₹26.6 LAdmitted-Finance 2 63 SHIVAJI NAGAR GURUGRAM HARYANA	-8.08%	₹26.6 L	L1	Admitted-Finance

Tender Value

₹29.0 L

EMD Value

₹57,937

Closing Date

30 Apr 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

Restoration of road from Munirka to Vasant Vihar Police Station, Mata Chowk to DJB office, service road from Sector A pocket B and C to Car Market and other various location on road under Sub Division-V, SWR-1, New Delhi (Balance Work).

Tender Information

Tender ID

2026_PWD_290249_1

Reference Number

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

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Works

Period of Work

30 days

Location

New Delhi

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

18 documents required · 18 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 on (.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 (.pdf)

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

Requiredxv.) An affidavit of having own hot mix plant installed in NCR (Batch type only), (.pdf)

Requiredxvi.) An affidavit of having own at least one Hydrostatic paver finisher fitting with (.pdf)

Requiredxvii.) Valid pollution certificate/NOC for running Hot Mix Plant from Central/State Pollution Contro (.pdf)

Finance

Requiredboq (.xls)

Fee & Financial Details

Tender Fee Amount

₹0

EMD Fee Amount

₹57,937

Important Dates

Last Activity

19 May 2026

Published

23 Apr 2026

Bid Opening

30 Apr 2026

Download Starts

23 Apr 2026

Download Ends

30 Apr 2026

Submission Starts

23 Apr 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 (14 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, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead up to 50m and for all lift ,as directed by Engineer-in-Charge.
1.1	All kind of soil.	1	Cum	-	-
2Providing 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. (2.1) All works upto plinth area.
2.1	2.1.1) Concrete of M10 grade with minimum cement of 220 kg/cum.	-	Cum	1	-
2.2	2.1.2) Concrete of M25 grade with minimum cement content of 300 kg /cum.	-	Cum	1	-
3	Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to designated dumping ground at sub division office as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved.	1	Cum	1	₹1
4Providing and applying tack coat using bitumen emulsion conforming to IS: 8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom. (4.1) With rapid setting bitumen emulsion.
4.1	4.1.1) On W.B.M / W.M.M. @ 0.4kg/sqm	-	Sqm	1	-
4.2	4.1.2 ) On bituminous surface @ 0.25kg/sqm	-	Sqm	1	-
5Providing 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.

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 • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 1.55 MB

Work Item Documents

BOQ_385287.xls

BOQ • 0.30 MB

nit01.pdf

Tender Documents • 1.53 MB

Ready to Participate?

Download all tender documents and submit your bid

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Company

MANAV CONSTRUCTION COMPANY

L1₹26.6 LAdmitted-Finance

2 63 SHIVAJI NAGAR GURUGRAM HARYANA

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, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead up to 50m and for all lift ,as directed by Engineer-in-Charge.
1.1	All kind of soil.	1	Cum	-	-
2Providing 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. (2.1) All works upto plinth area.
2.1	2.1.1) Concrete of M10 grade with minimum cement of 220 kg/cum.	-	Cum	1	-
2.2	2.1.2) Concrete of M25 grade with minimum cement content of 300 kg /cum.	-	Cum	1	-
3	Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to designated dumping ground at sub division office as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved.	1	Cum	1	₹1
4Providing and applying tack coat using bitumen emulsion conforming to IS: 8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom. (4.1) With rapid setting bitumen emulsion.
4.1	4.1.1) On W.B.M / W.M.M. @ 0.4kg/sqm	-	Sqm	1	-
4.2	4.1.2 ) On bituminous surface @ 0.25kg/sqm	-	Sqm	1	-
5Providing 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.

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, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead up to 50m and for all lift ,as directed by Engineer-in-Charge.

1.1

All kind of soil.

Cum

2Providing 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. (2.1) All works upto plinth area.

2.1

2.1.1) Concrete of M10 grade with minimum cement of 220 kg/cum.

Cum

2.2

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

Cum

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

Cum

₹1

4Providing and applying tack coat using bitumen emulsion conforming to IS: 8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom. (4.1) With rapid setting bitumen emulsion.

4.1

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

Sqm

4.2

4.1.2 ) On bituminous surface @ 0.25kg/sqm

Sqm

5Providing 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.