Delhi

Financial Eval

Works

Civil Works

DVDB works in NCT of Delhi.

Irrigation and Flood Control

North West Delhi, Delhi

Amount: ₹4.0 CrCloses: 15 Apr 2026Closed

Bids

Percentage

3 Bids17 Apr 2026

#	Company	Amount	Rank	Status
1	1₹3.6 CrAccepted-Finance	₹3.6 Cr	1	Accepted-Finance Accepted
2	2₹4.5 CrAccepted-Finance	₹4.5 Cr	2	Accepted-Finance Accepted
3	3₹5.0 CrAccepted-Finance	₹5.0 Cr	3	Accepted-Finance Accepted

Tender Value

₹4.0 Cr

EMD Value

₹8.0 L

Closing Date

15 Apr 2026, 3:00 pmClosed

Tender Inviting Organisation

Name

EXECUTIVE ENGINEER CD-VIII

Address

OFFICE OF THE EXECUTIVE ENGINEER CD-VIII IFC DEPTT. SECTOR 15 ROHINI DELHI

Work Description

Demolishing and Re-construction of Ambedkar Choupal at Village Mubarakpur in Kirari A.C.

Tender Information

Tender ID

2026_IFC_289589_1

Reference Number

EE/CD-VIII/NIT/2026-27/03

Tender Type

Open Tender

Product Category

Civil Works

Period of Work

365 days

Location

DELHI

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical

RequiredSCANNED COPY OF EMD OF THE WORK (.pdf)

RequiredSCAN COPY OF LATEST REGISTRATION CERTIFICATE OF ENTITLED CLASS (.pdf)

RequiredSCAN COPY OF PAN CARD (.pdf)

RequiredSCAN COPY OF LATEST COMPLETE POSTAL ADDRESS ALONGWITH, E-MAIL ADDRESS (.pdf)

RequiredSCAN COPY OF G.S.T.REGISTRATION DOCUMENT (.pdf)

RequiredSCAN COPY OF ESI/EPF REGISTRATION (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹0

EMD Fee Amount

₹8.0 L

Important Dates

Last Activity

17 Apr 2026

Published

6 Apr 2026

Bid Opening

15 Apr 2026

Download Starts

6 Apr 2026

Download Ends

15 Apr 2026

Submission Starts

6 Apr 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 (2 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 lift upto 1.5 m, as directed by Engineer-in-charge. All kinds of soil
2Earth 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, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil.
3Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. All kinds of soil
4Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:5:10 (1 cement : 5 coarse sand (zone-III): 10 graded stone aggregate 40 mm nominal size).
5Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.“(Note :- Cement content considered in this item is @ 330 kg/cum.“Excess/ less cement used as per design mix is payable/recoverable separately). All works upto plinth level
6Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.“(Note :- Cement content considered in this item is @ 330 kg/cum.“Excess/ less cement used as per design mix is payable/recoverable separately). All works above plinth level upto floor V level
7Extra for providing richer mixes at all floor levels. Note:- Excess/less cement over the specified cement content used is payable /recoverable separately. Providing M-30 grade concrete instead of M-25 grade BMC/ RMC. (Note:- Cement content considered in M-30 is @ 340 kg/ cum)
8Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more
8.1	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500 D or more	-	Kilogram	-	-
9Centering and shuttering including strutting, propping etc. and removal of form for all heights : Foundations, footings, bases of columns, etc. for mass concrete

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.04 MB

Technical Bid Opening

technical_384603.pdf

PDF

Technical Evaluation

techsummary_384603.pdf

PDF

Financial Bid Opening

finance_384603.pdf

PDF

BOQ Comparative Chart

xlsx

Financial Evaluation

finsummary_384603.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 • 0.58 MB

Tendernotice_2.pdf

PDF • 0.49 MB

Work Item Documents

BOQ_384603.xls

BOQ • 0.56 MB

Ready to Participate?

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