Tender ID

Cancelled

Works

Civil Works

Work for the widening and strengthening of the Atarra Oran Kamasin Dando Road MDR No-50-B from Chainage 18-800 to 29-600 in District Banda

Chief Engineer Chitrakoot Dhaam (Banda) Zone PWD Banda

Banda, Uttar Pradesh

Amount: ₹14.9 CrCloses: 3 Apr 2026Closed

Timeline

Published25 Mar 2026
Closed3 Apr 2026
Cancelled17 Apr 2026

Cancellation Details

Cancellation of Tender

1863/35Banda Circle/2025 Date-17-04-2026Cancellation of TenderReason: Change in NIT conditions/SpecificationsDocument: cancelled_1.pdf

Published 17 Apr 2026

Tender Value

₹14.9 Cr

EMD Value

₹29.8 L

Closing Date

3 Apr 2026, 12:00 pmClosed

Tender Inviting Organisation

Name

OFFICE OF THE SE BANDA CIRCLE PWD BANDA

Address

OFFICE OF THE SE BANDA CIRCLE PWD BANDA

Work Description

Work for the widening and strengthening of the Atarra Oran Kamasin Dando Road MDR No-50-B from Chainage 18-800 to 29-600 in District Banda

Tender Information

Tender ID

2026_CEBAN_1130117_1

Reference Number

1305/35C-Banda Circle/2025 Date-18-03-2026

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Item Rate

Period of Work

120 days

Location

BANDA

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

2 documents required · 2 mandatory

Fee/PreQual/Technical

RequiredFEE AND TECHNICAL BID (.pdf)

Finance

RequiredFINANCIAL BID (.xls)

Fee & Financial Details

Tender Fee Amount

₹6,260

EMD Fee Amount

₹29.8 L

Pre-Bid Meeting

Meeting Place

OFFICE OF THE SE BANDA CIRCLE PWD BANDA

Important Dates

Last Activity

17 Apr 2026

Published

25 Mar 2026

Bid Opening

3 Apr 2026

Download Starts

25 Mar 2026

Download Ends

3 Apr 2026

Submission Starts

25 Mar 2026

Pre-Bid Meeting

29 Mar 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (40 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Earth work in trench cutting in proper camber according to required depth for laying garnular sub base including rolling with road roller upto required Density, dressing, cost of labour, T&P and hire charges of machinery etc. complete work as per MORTH Clause 301 (3.16)
-	Compaction of embankment with approved materials deposited at site from road way cutting and excavation from drain and foundation of other structure graded and compacted to meet requirement of table 300.2. As per MORTH No.-305	-	cum.	-	-
-	Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2. As Per Specification No. 305(3.16)	-	cum.	-	-
-	Construction of granular sub-base by providing close Graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 .	-	cum.	-	-
-	Providing laying, spreading and compacting graded stone aggregate to wet mix macadam specification inlcuding premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site laying in uniform layers with mechanical paver in sub-base/base course on wall prepared surface and compacting with vibratory roller to achieve the desired density. As per MOR&TH specification No. 406	-	cum.	-	-
-	Providing and applying primer coat with bitumen emulsion (SS) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70kg/sqm usingmannual means .	-	sqm.	-	-
-	Providing and applying tack coat with V.G. 10 grade bitumen using emlusion pressure dristributor @ 0.25 kg. per sqm. on the prepared WMM surface cleaned with mechanical broom. As per MORT&H as per Clause 503	-	sqm.	-	-
-	Providing and laying bituminous macadam with higher capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction	-	cum.	-	-
-	Providing and laying Dense Graded Bituminous Macadam with 100-120 tonne per hour capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 Percent 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. (Grade-I)	-	cum.	-	-
-	Providing and applying tack coat with V.G. 10 grade bitumen using emlusion pressure dristributor @ 0.20 kg. per sqm. on the prepared bituminous surface cleaned with mechenical broom. As per MORT&H as per Clause 503	-	sqm.	-	-

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.02 MB

Cancellation Documents

cancelled_1.pdf

pdf • 0.12 MB

Documents

Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.

Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.95 MB

Work Item Documents

BOQ_2108217.xls

BOQ • 0.32 MB

SBD_MDR.pdf

Tender Documents • 2.02 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Earth work in trench cutting in proper camber according to required depth for laying garnular sub base including rolling with road roller upto required Density, dressing, cost of labour, T&P and hire charges of machinery etc. complete work as per MORTH Clause 301 (3.16)
-	Compaction of embankment with approved materials deposited at site from road way cutting and excavation from drain and foundation of other structure graded and compacted to meet requirement of table 300.2. As per MORTH No.-305	-	cum.	-	-
-	Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2. As Per Specification No. 305(3.16)	-	cum.	-	-
-	Construction of granular sub-base by providing close Graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 .	-	cum.	-	-
-	Providing laying, spreading and compacting graded stone aggregate to wet mix macadam specification inlcuding premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site laying in uniform layers with mechanical paver in sub-base/base course on wall prepared surface and compacting with vibratory roller to achieve the desired density. As per MOR&TH specification No. 406	-	cum.	-	-
-	Providing and applying primer coat with bitumen emulsion (SS) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70kg/sqm usingmannual means .	-	sqm.	-	-
-	Providing and applying tack coat with V.G. 10 grade bitumen using emlusion pressure dristributor @ 0.25 kg. per sqm. on the prepared WMM surface cleaned with mechanical broom. As per MORT&H as per Clause 503	-	sqm.	-	-
-	Providing and laying bituminous macadam with higher capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction	-	cum.	-	-
-	Providing and laying Dense Graded Bituminous Macadam with 100-120 tonne per hour capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 Percent 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. (Grade-I)	-	cum.	-	-
-	Providing and applying tack coat with V.G. 10 grade bitumen using emlusion pressure dristributor @ 0.20 kg. per sqm. on the prepared bituminous surface cleaned with mechenical broom. As per MORT&H as per Clause 503	-	sqm.	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Earth work in trench cutting in proper camber according to required depth for laying garnular sub base including rolling with road roller upto required Density, dressing, cost of labour, T&P and hire charges of machinery etc. complete work as per MORTH Clause 301 (3.16)

Compaction of embankment with approved materials deposited at site from road way cutting and excavation from drain and foundation of other structure graded and compacted to meet requirement of table 300.2. As per MORTH No.-305

cum.

Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2. As Per Specification No. 305(3.16)

cum.

Construction of granular sub-base by providing close Graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 .

cum.

Providing laying, spreading and compacting graded stone aggregate to wet mix macadam specification inlcuding premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site laying in uniform layers with mechanical paver in sub-base/base course on wall prepared surface and compacting with vibratory roller to achieve the desired density. As per MOR&TH specification No. 406

cum.

Providing and applying primer coat with bitumen emulsion (SS) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70kg/sqm usingmannual means .

sqm.

Providing and applying tack coat with V.G. 10 grade bitumen using emlusion pressure dristributor @ 0.25 kg. per sqm. on the prepared WMM surface cleaned with mechanical broom. As per MORT&H as per Clause 503

sqm.

Providing and laying bituminous macadam with higher capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction

cum.

Providing and laying Dense Graded Bituminous Macadam with 100-120 tonne per hour capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 Percent 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. (Grade-I)

cum.

Providing and applying tack coat with V.G. 10 grade bitumen using emlusion pressure dristributor @ 0.20 kg. per sqm. on the prepared bituminous surface cleaned with mechenical broom. As per MORT&H as per Clause 503

sqm.