Delhi

Financial Eval

Works

Civil Works

Delhi Village Development Board in NCT of Delhi.

Irrigation and Flood Control

Uttam Nagar | West Delhi, Delhi

Amount: ₹3.5 CrCloses: 2 Apr 202630 Mar 2026

Corrigendum

Closed

Bids

Percentage

15 Bids7 Apr 2026

#	Company	Amount	Rank	Status
1	1₹2.4 CrAccepted-Finance NOT AVAILABLE	₹2.4 Cr	1	Accepted-Finance Accepted
2	2₹2.5 CrAccepted-Finance	₹2.5 Cr	2	Accepted-Finance Accepted
3	3₹2.8 CrAccepted-Finance	₹2.8 Cr	3	Accepted-Finance Accepted
4	4₹2.9 CrAccepted-Finance	₹2.9 Cr	4	Accepted-Finance Accepted
5	5₹3.0 CrAccepted-Finance	₹3.0 Cr	5	Accepted-Finance Accepted

Corrigenda

Corrigendum

2 updatesLatest on 30 Mar 202630 Mar 20262 Apr 2026

Updated dates

Bid Submission End2 Apr 202630 Mar 2026

Bid Opening2 Apr 202630 Mar 2026

Download Ends2 Apr 202630 Mar 2026

Tender Value

₹3.5 Cr

EMD Value

₹6.9 L

Closing Date

2 Apr 2026, 3:00 pmClosed

Tender Inviting Organisation

Name

Executive Engineer, CD-VI

Address

EE CD-VI Bharat Nagar Office Complex Delhi-52

Work Description

Demolishing and reconstruction of Nawada phirni road and side drains in Uttam Nagar AC-32 .

Tender Information

Tender ID

2026_IFC_289181_1

Reference Number

EE/CD-VI/ACS-109/2025-26 (2nd Call)

Tender Type

Open Tender

Product Category

Civil Works

Period of Work

90 days

Location

Uttam Nagar

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

8 documents required · 8 mandatory

Fee/PreQual/Technical

RequiredCopy of GST registration. (.pdf)

RequiredRegistration of enlistment in the appropriate class in IFC, CPWD, Railway and BSNL along with the pr (.pdf)

RequiredScanned copy of EMD and EMD physically submitted (.pdf)

RequiredScanned copy of E.S.I and E.P.F registration. (.pdf)

RequiredCopy of PAN No. (.pdf)

RequiredValid mobile number with Whatsapp number and Email Id. (.pdf)

RequiredValid Bank Email ID for EMD Verification EMD will be release after verification from bank (.pdf)

Finance

RequiredBOQ Percentage (.xls)

Fee & Financial Details

Tender Fee Amount

₹0

EMD Fee Amount

₹6.9 L

Important Dates

Last Activity

7 Apr 2026

Published

24 Mar 2026

Bid Opening

2 Apr 2026

Download Starts

24 Mar 2026

Download Ends

2 Apr 2026

Submission Starts

24 Mar 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 (0 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
2Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.In cement mortar
3Excavation of Silt including malba, earth debries, rubbish polythene bed all floating material etc. from the bed of the drain and disposal of excavted material at own sourse of contractor by mechanical transport upto all leads & Liftscomplete as per direction of Engineer-in-charge.
4Earth 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.
5Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size)
6Centering and shuttering including strutting, propping etc. and removal of form for all heights : Foundations, footings, bases of columns, etc. for mass concrete
7Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size).
8Providing 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: 8903 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: The cement considered in RMC M-10 is 220Kg/Cum. If any deviation in quantity on lower side is observed subject to approval of Job Mix formula by engineer-in-charge, a recovery of cement @ Rs. 10 per Kg. will be deducted. RMC M-10 with cement content less than 200 KG/cum shall be rejected. Excess cement used more than 220 kg/cum will not be paid.
9Providing and laying (RMC) of M-30 grade by using minimum 400 kg of cement ( 43 grade O.P.C) per cum of concrete, in roads/streets using manufactured in automatic RMC using coarse sand and graded stone aggregate of 20 mm nominal size in appropriate as per approved design criteria, including transportation to site in transit mixer, including cost of so mixture in recommended proportion as per IS 9103 to accelerates / retard setting of concrete to improve workability with out impairing strength and durability as per specification including spreading and compacting mechanically using needle and surface vibrators, leveling to required slope & camber, finishing by floating & brooming with wire brushes etc and curing including making provision for contraction expansion construction of cross longitudinal joints (10mm wide x 50 mm deep) by groove cutting machine providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer in- charge ( Cost of joint filler & sealants shall be paid for separately under relevant items ). /Note:- The cement contents considered in RMC M-30 is 400 Kg per Cum. If any deviation in quantity on lower side is observed, subjected to approval of job mix formula by Engineer-in-charge, a recovery @ Rs. 10/kg will be deducted. RMC M-30 with cement content less than 360 Kg per cum shall be rejected. Nothin extra shall be paid for excess cement.
10Providing and placing in position 100 mm thick factory made machine batched & machine mixed Precast RCC Rectangular Covers on drains of footpath of various sizes, of M-25 grade cement concrete for RCC work, including cost of centering, shuttering, reinforcement of 8 mm dia TMT bars of Fe 500 grade @ maximum 100mm c/c on both ways , neat cement punning on finished surface, properly encased on all edges with 1.6 mm thick , 100 mm wide MS sheet duly painted over priming coat , reinforcement to be welded at edges with MS sheet and providing 2 Nos. 12 mm dia bar for hooks etc i/c cost of cartage, all leads & lift, handling at site etc. all complete as per direction of Engineer-in-Charge.

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.08 MB

Technical Evaluation

techsummary_383976.pdf

PDF

Financial Bid Opening

finance_383976.pdf

PDF

BOQ Comparative Chart

xlsx

Financial Evaluation

fin_eval.pdf

PDF

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.38 MB

Work Item Documents

345nawadaphirni.pdf

Tender Documents • 1.04 MB

BOQ_383976.xls

BOQ • 0.29 MB

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