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Works

Civil Works

Remodelling of existing storm water drains with Precast drain as per new master drainage plan at Najafgarh Kakrola Road (Sai baba Mandir to Mungeshpur outfall both side) Road ID-1232 under SD-2, SWR-2, New Delhi..

Public Works Department

New Delhi | South West Delhi, Delhi

Amount: ₹25.3 CrCloses: 21 Sept 2026

Timeline

Published31 Aug 2026
Pre-Bid Meeting8 Sept 2026
Closes21 Sept 2026
Bid Opening21 Sept 2026

Tender Value

₹25.3 Cr

EMD Value

₹35.3 L

Closing Date

21 Sept 2026, 3:00 pm

Tender Inviting Organisation

Name

Executive Engineer SWR-II

Address

O/o EE SWR-II Under Dabri Flyover, Pankha Road, ND

Work Description

Remodelling of existing storm water drains with Precast drain as per new master drainage plan at Najafgarh Kakrola Road (Sai baba Mandir to Mungeshpur outfall both side) Road ID-1232 under SD-2, SWR-2, New Delhi..

Tender Information

Tender ID

2026_PWD_297769_1

Reference Number

37/CE/South/PWD/2026-27 (38/EE/SWR-II/PWD/2026-27)

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Works

Period of Work

210 days

Location

New Delhi

Source Website

Subscribe to view

Eligibility / Pre-Qualification

As per tender document

Documents Required

18 documents required · 18 mandatory

Fee/PreQual/Technical

RequiredInsurance Surety Bond, Demand Draft of a Commercial Bank...as per NIT P.No.7 S.no.(i) (.pdf)

RequiredCopy of Receipt of deposition of original EMD issued from division..as per NIT P.no.7 S.No.(ii) (.pdf)

RequiredEnlistment order of the contractor.(Applicable for CPWD enlisted contractors only). (.pdf)

RequiredCertificate of financial turn over from Chartered Accountant duly issued with UDIN Number (Form - A (.pdf)

RequiredBankers Certificate / Net Worth Certificate duly issued with UDIN Number (Form B/ B-1). (.pdf)

RequiredDetail of similar works completed during last 7 years as per Form C (.pdf)

RequiredWork experience Certificate issued by the owner department Form D. (.pdf)

RequiredCalculation of Bidding capacity along with Form C-1 C-2 and C-3. (.pdf)

RequiredCertificate regarding structure and organization (Form - E) (.pdf)

RequiredThe Copy of GST Registration Certificate of Delhi....as per NIT P.No.8 S.No.(x) (.pdf)

RequiredUpload NIT in PDF form as uploaded by EE...as per NIT P.No.8 S.No.(xi) (.pdf)

RequiredLetter of transmittal (Form K) (.pdf)

RequiredAffidavit on non-judicial stamp paper of Rs. 200/- as per NIT P.No.8 S.No(xiii) (.pdf)

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

RequiredIntegrity Pact signed by the bidder in the presence of a witness...as per NIT P.No.8 S.No(xv) (.pdf)

RequiredIf the work experience certificate attached is for the work executed...as per NIT P.No.8 S.No.(xvi) (.pdf)

RequiredScanned copy of an affidavit on non-judicial stamp paper minimum Rs.200/-as per NIT P.No8 SNo(xvii) (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹0

EMD Fee Amount

₹35.3 L

Pre-Bid Meeting

Meeting Place

O/o Chief Engineer, South Zone, MSO Building, New

Important Dates

Last Activity

31 Aug 2026

Published

31 Aug 2026

Bid Opening

21 Sept 2026

Download Starts

31 Aug 2026

Download Ends

21 Sept 2026

Submission Starts

31 Aug 2026

Pre-Bid Meeting

8 Sept 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 (39 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1	EARTH WORK 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. 1.1.1) All kinds of soil.	2,013	cum	177.5	₹3,57,307.5
1.2	Filling 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 m and all lifts.	1,716	cum	196	₹3,36,336
2CONCRETE WORK
2.1	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 and durability; including laying at site, 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.: All works upto plinth level : M-10 grade plain cement concrete (cement content considered @ 220 kg/cum). Note:- Cement content considered in this item is minimum @220 kg/cum. Nothing extra shall be payable on account of design mix specify more than @ 220 kg/cum	670	cum	8,479.5	₹56,81,265
3REINFORCED CEMENT CONCRETE
3.1	Centering and shuttering including strutting, propping etc. and removal of form for : 3.1.1) Foundations, footings, bases of columns, etc. for mass concrete	308	sqm	392.15	₹1,20,782.2
3.2	Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.	3,168	sqm	842.5	₹26,69,040
3.3	Suspended floors, roofs, landings, balconies and access platform	792	sqm	927.25	₹7,34,382
3.4	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. 3.4.1) Thermo-Mechanically Treated bars of grade Fe-500D or more.	51,900	kg	107.85	₹55,97,415
3.5	Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced 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 and durability; including laying at site, 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. : All works upto plinth level : Concrete of M-30 grade with minimum cement content of 350 kg /cum Note:- Cement content considered in this item is minimum @350 kg/cum. Nothing extra shall be payable on account of design mix specify more than @ 350 kg/cum	519	cum	9,300.05	₹48,26,725.95

Documents

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Tender Page Snapshot

details.html

html • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 4.80 MB

Work Item Documents

NIT37CE.pdf

Tender Documents • 4.79 MB

BOQ_396810.xls

BOQ • 0.41 MB

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