Financial Eval

Works

Civil Works - Others

Crash Barrier and Signage work of bridge on Takiya Mahuwa Kola Road

Chief Engineer PWD Central Zone,Lucknow

Sitapur, Uttar Pradesh

Amount: Refer DocsCloses: 16 Feb 2026Closed

Bids

Percentage

4 Bids13 Mar 2026

#	Company	Amount	Rank	Status
1	L1₹9.7 LAccepted-Finance 357 339 OM NAGAR ALAMBRAGE LUCKNOW	₹9.7 L	L1	Accepted-Finance ADMITTED DUE TO L1
2	L2₹9.8 LRejected-Finance	₹9.8 L	L2	Rejected-Finance REJECTED BEING HIGHER RATE
3	L3₹10.1 LRejected-Finance N A \| FARIDABAD \| HARYANA \| 121004	₹10.1 L	L3	Rejected-Finance REJECTED BEING HIGHER RATE
4	L4₹10.7 LRejected-Finance	₹10.7 L	L4	Rejected-Finance REJECTED BEING HIGHER RATE

Tender Value

Refer Docs

EMD Value

₹1.3 L

Closing Date

16 Feb 2026, 12:00 pmClosed

Tender Inviting Organisation

Name

E.E.,C.D.-4,Pwd,Sitapur

Address

Office Of The E.E.,C.D.-4,Pwd,Sitapur

Work Description

Crash Barrier and Signage work of bridge on Takiya Mahuwa Kola Road

Tender Information

Tender ID

2026_CEUCZ_1112706_4

Reference Number

156/E-TENDER/2025-26 Dt. 28.01.2026

Tender Type

Open Tender

Product Category

Civil Works - Others

Period of Work

60 days

Location

Sitapur

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

2 documents required · 2 mandatory

Fee/PreQual/Technical

RequiredFee/PreQual/Technical (.pdf)

Finance

RequiredFinance (.xls)

Fee & Financial Details

Tender Fee Amount

₹766

EMD Fee Amount

₹1.3 L

EMD Fee Exemption Allowed

Yes

Pre-Bid Meeting

Meeting Place

Office Of The E.E.,C.D.-4,Pwd,Sitapur

Important Dates

Last Activity

13 Mar 2026

Published

6 Feb 2026

Bid Opening

16 Feb 2026

Download Starts

6 Feb 2026

Download Ends

16 Feb 2026

Submission Starts

6 Feb 2026

Pre-Bid Meeting

10 Feb 2026

BOQ Preview

•

Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811) [Morth Chapt. Summary 8.23)

•

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Stage Documents

Stage Summary Snapshot

stage.html

html • 0.04 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

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 • 0.59 MB

Tendernotice_2.pdf

PDF • 1.29 MB

Work Item Documents

BOQ_2058488.xls

BOQ • 0.29 MB

Ready to Participate?

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