Tender ID

Cancelled

Works

Civil Works

Construction work for the road from Dhuniyapura to the Madhukipur Canal via Ahirauli. (Including 5-year maintenance costs)

Chief Engineer PWD Azamgarh Zone,Azamgarh

Ballia, Uttar Pradesh

Amount: ₹1.2 CrCloses: 3 Apr 2026Closed

Timeline

Published28 Mar 2026
Closed3 Apr 2026
Cancelled16 Apr 2026

Cancellation Details

Cancellation of Tender

Cancellation of TenderCancellation of TenderReason: Due to admistrative reasons/issuesDocument: cancelled_1.pdf

Published 16 Apr 2026

Tender Value

₹1.2 Cr

EMD Value

₹7.9 L

Closing Date

3 Apr 2026, 3:00 pmClosed

Tender Inviting Organisation

Name

Superintending Engineer

Address

SE BALLIA CIRCLE PWD BALLIA

Work Description

Construction work for the road from Dhuniyapura to the Madhukipur Canal via Ahirauli. (Including 5-year maintenance costs)

Tender Information

Tender ID

2026_CEUAZ_1131182_2

Reference Number

1199/NIVIDA (PD)/BALLIA CIRCLE/2025 DATE 09.03.2026

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Fixed-rate

Period of Work

365 days

Location

BALLIA

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

3 documents required · 3 mandatory

Fee/PreQual/Technical

RequiredNIT (.pdf)

RequiredT2 (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹2,590

EMD Fee Amount

₹7.9 L

Pre-Bid Meeting

Meeting Place

SE BALLIA CIRCLE PWD BALLIA

Important Dates

Last Activity

16 Apr 2026

Published

28 Mar 2026

Bid Opening

3 Apr 2026

Download Starts

28 Mar 2026

Download Ends

3 Apr 2026

Submission Starts

28 Mar 2026

Pre-Bid Meeting

30 Mar 2026

Bill of Quantities

PercentageBoQ_Ver3.0INR

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
1Constn. Of embankment with approved materials obtained from borrow pits with all lifts and leas, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.1 & 300.2 with lead upto 1000m. As per Technical specification clause 301.5
2Construction of granular sub-base by providing well graded ,spreading in uniform layers with motor grader on preapared surface, mixing by mix in place method with rotavater at OMC ,and compacting with smooth wheel roller to achieve the desired dencity, complete as per technical specification clause 401. of MORD data book
3Providing, laying and spreading materials on a prepared sub grade, adding cement @ 2% by weight to the spread materials manually, mixing in place with rotavator and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base.
4Providing, laying and spreading materials on a prepared sub base, cement @ 4% by weight to the spread materials manually mixing in place with rotavator and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of base.
5Providing and applying Tack coat with bitumen (V.G.-10) using pressure distributor at the rate of 3.5kg per 10 sqm. Area on the prepared bituminous/ granular surface cleaned with mechanical broom compelte as per Clause 503 of MORD specification no. 5.
6Cleaning the existing water bound surface and laying premix 2 cm. thick over a tack coat with graded approved grit and bitumen (V.G.-10) including roller, Machinery, heating the paint to the required temperature and mixing including cartage of materials, maintenance of side patries and watering them during operation for proper completion of the work.
7Providing and laying seal coat sealing the voids in a bitumenus surface laid to the specified levels grade and cross fall using type-C (6.7mm grit) as per Technical Specification Clause 510
8Constn. Of patri both side of road with approved materials obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000m. As per Technical specification clause 303.1
9Excavation in foundation in ordinary soil including lift upto 1.5M. and lead upto 30M. including watering ramming and dressing etc. and disposal of surplus earth as direction by E/I. upto a distance of 30M. from the foundation trenches complete in all respect.
10Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specification clause 802,803, 1202 & 1203

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.02 MB

Cancellation Documents

cancelled_1.pdf

pdf • 0.84 MB

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 1.43 MB

Work Item Documents

T2.pdf

Tender Documents • 1.27 MB

BOQ_2110466.xls

BOQ • 0.25 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Constn. Of embankment with approved materials obtained from borrow pits with all lifts and leas, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.1 & 300.2 with lead upto 1000m. As per Technical specification clause 301.5
2Construction of granular sub-base by providing well graded ,spreading in uniform layers with motor grader on preapared surface, mixing by mix in place method with rotavater at OMC ,and compacting with smooth wheel roller to achieve the desired dencity, complete as per technical specification clause 401. of MORD data book
3Providing, laying and spreading materials on a prepared sub grade, adding cement @ 2% by weight to the spread materials manually, mixing in place with rotavator and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base.
4Providing, laying and spreading materials on a prepared sub base, cement @ 4% by weight to the spread materials manually mixing in place with rotavator and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of base.
5Providing and applying Tack coat with bitumen (V.G.-10) using pressure distributor at the rate of 3.5kg per 10 sqm. Area on the prepared bituminous/ granular surface cleaned with mechanical broom compelte as per Clause 503 of MORD specification no. 5.
6Cleaning the existing water bound surface and laying premix 2 cm. thick over a tack coat with graded approved grit and bitumen (V.G.-10) including roller, Machinery, heating the paint to the required temperature and mixing including cartage of materials, maintenance of side patries and watering them during operation for proper completion of the work.
7Providing and laying seal coat sealing the voids in a bitumenus surface laid to the specified levels grade and cross fall using type-C (6.7mm grit) as per Technical Specification Clause 510
8Constn. Of patri both side of road with approved materials obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000m. As per Technical specification clause 303.1
9Excavation in foundation in ordinary soil including lift upto 1.5M. and lead upto 30M. including watering ramming and dressing etc. and disposal of surplus earth as direction by E/I. upto a distance of 30M. from the foundation trenches complete in all respect.
10Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specification clause 802,803, 1202 & 1203

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Constn. Of embankment with approved materials obtained from borrow pits with all lifts and leas, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.1 & 300.2 with lead upto 1000m. As per Technical specification clause 301.5

2Construction of granular sub-base by providing well graded ,spreading in uniform layers with motor grader on preapared surface, mixing by mix in place method with rotavater at OMC ,and compacting with smooth wheel roller to achieve the desired dencity, complete as per technical specification clause 401. of MORD data book

3Providing, laying and spreading materials on a prepared sub grade, adding cement @ 2% by weight to the spread materials manually, mixing in place with rotavator and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base.

4Providing, laying and spreading materials on a prepared sub base, cement @ 4% by weight to the spread materials manually mixing in place with rotavator and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of base.

5Providing and applying Tack coat with bitumen (V.G.-10) using pressure distributor at the rate of 3.5kg per 10 sqm. Area on the prepared bituminous/ granular surface cleaned with mechanical broom compelte as per Clause 503 of MORD specification no. 5.

6Cleaning the existing water bound surface and laying premix 2 cm. thick over a tack coat with graded approved grit and bitumen (V.G.-10) including roller, Machinery, heating the paint to the required temperature and mixing including cartage of materials, maintenance of side patries and watering them during operation for proper completion of the work.

7Providing and laying seal coat sealing the voids in a bitumenus surface laid to the specified levels grade and cross fall using type-C (6.7mm grit) as per Technical Specification Clause 510

8Constn. Of patri both side of road with approved materials obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000m. As per Technical specification clause 303.1

9Excavation in foundation in ordinary soil including lift upto 1.5M. and lead upto 30M. including watering ramming and dressing etc. and disposal of surplus earth as direction by E/I. upto a distance of 30M. from the foundation trenches complete in all respect.

10Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specification clause 802,803, 1202 & 1203