Tender ID

Cancelled

Works

Civil Works

Widening and srenghtning of Nawbganj Demwaghat rajaram chauraha to Byonda bahadurpur amdahi road

Chief Engineer Devipatan (Gonda) Zone PWD Gonda

Gonda, Uttar Pradesh

Amount: ₹21 CrCloses: 27 Mar 2026Closed

Timeline

Published20 Mar 2026
Closed27 Mar 2026
Cancelled7 Apr 2026

Cancellation Details

Cancellation of Tender

Cancel TenderAs per Office OrderReason: Due to admistrative reasons/issuesDocument: cancelled_1.pdf

Published 7 Apr 2026

Tender Value

₹21 Cr

EMD Value

₹31.5 L

Closing Date

27 Mar 2026, 12:00 pmClosed

Tender Inviting Organisation

Name

SE GONDA CIRCLE PWD GONDA

Address

SE GONDA CIRCLE PWD GONDA

Work Description

Widening and srenghtning of Nawbganj Demwaghat rajaram chauraha to Byonda bahadurpur amdahi road

Tender Information

Tender ID

2026_CEDPW_1128341_1

Reference Number

819/98Com-Gonda Circle/25-26 DT 16.02.26

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Item Wise

Period of Work

450 days

Location

GONDA

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

2 documents required · 2 mandatory

Fee/PreQual/Technical

RequiredE1 (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹11,800

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹31.5 L

EMD Fee Exemption Allowed

Yes

Pre-Bid Meeting

Meeting Place

GONDA

Important Dates

Last Activity

7 Apr 2026

Published

20 Mar 2026

Bid Opening

27 Mar 2026

Download Starts

20 Mar 2026

Download Ends

27 Mar 2026

Submission Starts

20 Mar 2026

Pre-Bid Meeting

23 Mar 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (0 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres.
2Excavation for trench of roadway in soil using manual means including loading in truck for carrying of cut earth to embankment site with all lifts and lead upto1000 metres.as per clause 301(3.1)
3Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5m , transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300.2
4Construction of subgrade with earthen soulders with approved material obtained from borrow pits with a lift upto 1.5m , transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300.2
5Construction of Subgrade and earthen soulder,s deposited from roadway (Compaction only)
6Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401
7Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
8Providing and applying primer coat with SS2 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means.
9Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects.
10Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.02 MB

Cancellation Documents

cancelled_1.pdf

pdf • 0.12 MB

Documents

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Tender Page Snapshot

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NIT Documents

Tendernotice_1.pdf

PDF • 3.27 MB

Work Item Documents

BOQ_2104462.xls

BOQ • 0.29 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres.
2Excavation for trench of roadway in soil using manual means including loading in truck for carrying of cut earth to embankment site with all lifts and lead upto1000 metres.as per clause 301(3.1)
3Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5m , transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300.2
4Construction of subgrade with earthen soulders with approved material obtained from borrow pits with a lift upto 1.5m , transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300.2
5Construction of Subgrade and earthen soulder,s deposited from roadway (Compaction only)
6Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401
7Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
8Providing and applying primer coat with SS2 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means.
9Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects.
10Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres.

2Excavation for trench of roadway in soil using manual means including loading in truck for carrying of cut earth to embankment site with all lifts and lead upto1000 metres.as per clause 301(3.1)

3Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5m , transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300.2

4Construction of subgrade with earthen soulders with approved material obtained from borrow pits with a lift upto 1.5m , transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300.2

5Construction of Subgrade and earthen soulder,s deposited from roadway (Compaction only)

6Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401

7Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.

8Providing and applying primer coat with SS2 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means.

9Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects.

10Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.