Financial Eval

Works

Civil Works - Roads

Special repair of Machrehta Jalalpur (ODR) Machrehta Abadi Bhaag in Km-01(U-Type Drain )

Chief Engineer PWD Central Zone,Lucknow

Sitapur, Uttar Pradesh

Amount: ₹37.8 LCloses: 23 Dec 2025Closed

Bids

Percentage

4 Bids30 Jan 2026

#	Company	Amount	Rank	Status
1	L1₹26.9 LAccepted-Finance GOKULPUR ADHAULI DHATA FATEHPUR UTTAR PRADESH	₹26.9 L	L1	Accepted-Finance Due to L1 Rate
2	L2₹34.6 LRejected-Finance	₹34.6 L	L2	Rejected-Finance Due to L2 Rate
3	L3₹35.4 LRejected-Finance	₹35.4 L	L3	Rejected-Finance Due to L3 Rate
4	L4₹35.7 LRejected-Finance 205 ROTIGODAM SITAPUR \| SITAPUR \| UTTAR PRADESH \| 261001	₹35.7 L	L4	Rejected-Finance Due to L4 Rate

Tender Value

₹37.8 L

EMD Value

₹3.9 L

Closing Date

23 Dec 2025, 12:00 pmClosed

Tender Inviting Organisation

Name

S.E.Sitapur/Kheri Circle PWD Sitapur

Address

Office of the S.E.Sitapur/Kheri Circle PWD Sitapur

Work Description

Special repair of Machrehta Jalalpur (ODR) Machrehta Abadi Bhaag in Km-01(U-Type Drain )

Tender Information

Tender ID

2025_CEUCZ_1099010_2

Reference Number

6415/352C/E.TEND/STP-LMP/25-26 Dt.27.11.2025

Tender Type

Open Tender

Product Category

Civil Works - Roads

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

RequiredE1 SHEET (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹2,715

EMD Fee Amount

₹3.9 L

EMD Fee Exemption Allowed

Yes

Pre-Bid Meeting

Meeting Place

Office of the S.E.Sitapur/Kheri Circle PWD Sitapur

Important Dates

Last Activity

30 Jan 2026

Published

13 Dec 2025

Bid Opening

23 Dec 2025

Download Starts

13 Dec 2025

Download Ends

23 Dec 2025

Submission Starts

13 Dec 2025

Pre-Bid Meeting

20 Dec 2025

BOQ Preview

•

Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m

•

Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.

•

Furnishing and Placing Reinforced cement concrete (RCC Grade M20 ) as per drawing and techinical Specification.

•

Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications

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 • 0.70 MB

Tendernotice_2.pdf

PDF • 1.15 MB

Work Item Documents

BOQ_2024407.xls

BOQ • 0.26 MB

Ready to Participate?

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