Tender ID

Cancelled

Works

Civil Works

Construction of the road from Bichhibojh Canal to Ghuri Baba Tola via Naheta and Nema Tola. (Including 5-year maintenance costs)

Chief Engineer PWD Azamgarh Zone,Azamgarh

Ballia, Uttar Pradesh

Amount: ₹2.3 CrCloses: 1 Apr 2026Closed

Timeline

Published27 Mar 2026
Closed1 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

₹2.3 Cr

EMD Value

₹13.7 L

Closing Date

1 Apr 2026, 12:00 pmClosed

Tender Inviting Organisation

Name

Superintending Engineer

Address

SE BALLIA CIRCLE PWD BALLIA

Work Description

Construction of the road from Bichhibojh Canal to Ghuri Baba Tola via Naheta and Nema Tola. (Including 5-year maintenance costs)

Tender Information

Tender ID

2026_CEUAZ_1130848_2

Reference Number

1478/NIVIDA (PD)/BALLIA CIRCLE/2025 DATE 18.03.2026

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Fixed-rate

Period of Work

365 days

Location

BALLIA

Source Website

Subscribe to view

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

₹13.7 L

Pre-Bid Meeting

Meeting Place

SE BALLIA CIRCLE PWD BALLIA

Important Dates

Last Activity

16 Apr 2026

Published

27 Mar 2026

Bid Opening

1 Apr 2026

Download Starts

27 Mar 2026

Download Ends

1 Apr 2026

Submission Starts

27 Mar 2026

Pre-Bid Meeting

28 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
1Construction Of embankment with approved materials obtained from borrow pits with a lift upto 1.50M. transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300.1 &300.2 with a lead upto 1000m. As per Technical specification clause 301.5
2Cement Treated Subbase:-Providing,Laying and Spreading Material on a prepared sub grade,adding cement @ 2% by weight to the spread material manually,mixing in place with rotavator and compacting with road roller at OMC to ahieve the desired unconfined compressive strength and to form a layer of sub-base.
3Cement Treated base:-Providing,Laying and Spreading Material on a prepared sub base,adding cement @ 4% by weight to the spread material manually,mixing in place with rotavator and compacting with road roller at OMC to ahieve the desired unconfined compressive strength and to form a layer of base.
4Providing, laying, spreading and compacting stone aggregate of specific size 22-4-53mm to water bound macadam specification including spreading in uniform thickness hand packing, Rolling with smooth wheel roller 80-100 kn in stages to proper grade and camber applying and brooming stone screening to fill up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405 of MORD data book.Compacted thickness 7.50 cm.
5Construction of plain cement concrete pavement thickness 15 cm, over a prepared sub base with 43 grade cement or any other type as per clause 1501.2.2 M 30 (Grade) coarse sand fine aggregatges conforming to IS.383. maximum size of coarse aggregate not exceeding 25mm. mixed in a concrete mixer of not less than 0.1 cum. capacity and appropriate weigh batcher using approved mxi design. laid in approved fixed side formwork & 125 micron thickness polythene film including levelling the formwork as per drawing, spreading the concrete with sholvels rakes compacted using meedle, screed and plate vibrator and finished in continuous operation including provision of contraction and expansion curing of concrete slabs for 14 days curing compound and water finishing to lines and grade as per drawing and Technical specififcation clause 1501
6Providing 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.
7Cleaning 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.
8Cleaning the premix surface and laying Seal coat (Type "C") with approved 6-7mm. Graded grit and bitumen (V.G.-10)including Roller, Machinery and heating the paint to the required temperature including cartage of materials, maintenance of patri and water
9Constn. 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
10HUME PIPE-Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.02 MB

Cancellation Documents

cancelled_1.pdf

pdf • 0.84 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 • 1.43 MB

Work Item Documents

T2.pdf

Tender Documents • 1.27 MB

BOQ_2109697.xls

BOQ • 0.25 MB

Ready to Participate?

Download all tender documents and submit your bid

Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .

Loading…

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Construction Of embankment with approved materials obtained from borrow pits with a lift upto 1.50M. transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300.1 &300.2 with a lead upto 1000m. As per Technical specification clause 301.5
2Cement Treated Subbase:-Providing,Laying and Spreading Material on a prepared sub grade,adding cement @ 2% by weight to the spread material manually,mixing in place with rotavator and compacting with road roller at OMC to ahieve the desired unconfined compressive strength and to form a layer of sub-base.
3Cement Treated base:-Providing,Laying and Spreading Material on a prepared sub base,adding cement @ 4% by weight to the spread material manually,mixing in place with rotavator and compacting with road roller at OMC to ahieve the desired unconfined compressive strength and to form a layer of base.
4Providing, laying, spreading and compacting stone aggregate of specific size 22-4-53mm to water bound macadam specification including spreading in uniform thickness hand packing, Rolling with smooth wheel roller 80-100 kn in stages to proper grade and camber applying and brooming stone screening to fill up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405 of MORD data book.Compacted thickness 7.50 cm.
5Construction of plain cement concrete pavement thickness 15 cm, over a prepared sub base with 43 grade cement or any other type as per clause 1501.2.2 M 30 (Grade) coarse sand fine aggregatges conforming to IS.383. maximum size of coarse aggregate not exceeding 25mm. mixed in a concrete mixer of not less than 0.1 cum. capacity and appropriate weigh batcher using approved mxi design. laid in approved fixed side formwork & 125 micron thickness polythene film including levelling the formwork as per drawing, spreading the concrete with sholvels rakes compacted using meedle, screed and plate vibrator and finished in continuous operation including provision of contraction and expansion curing of concrete slabs for 14 days curing compound and water finishing to lines and grade as per drawing and Technical specififcation clause 1501
6Providing 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.
7Cleaning 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.
8Cleaning the premix surface and laying Seal coat (Type "C") with approved 6-7mm. Graded grit and bitumen (V.G.-10)including Roller, Machinery and heating the paint to the required temperature including cartage of materials, maintenance of patri and water
9Constn. 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
10HUME PIPE-Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Construction Of embankment with approved materials obtained from borrow pits with a lift upto 1.50M. transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300.1 &300.2 with a lead upto 1000m. As per Technical specification clause 301.5

2Cement Treated Subbase:-Providing,Laying and Spreading Material on a prepared sub grade,adding cement @ 2% by weight to the spread material manually,mixing in place with rotavator and compacting with road roller at OMC to ahieve the desired unconfined compressive strength and to form a layer of sub-base.

3Cement Treated base:-Providing,Laying and Spreading Material on a prepared sub base,adding cement @ 4% by weight to the spread material manually,mixing in place with rotavator and compacting with road roller at OMC to ahieve the desired unconfined compressive strength and to form a layer of base.

4Providing, laying, spreading and compacting stone aggregate of specific size 22-4-53mm to water bound macadam specification including spreading in uniform thickness hand packing, Rolling with smooth wheel roller 80-100 kn in stages to proper grade and camber applying and brooming stone screening to fill up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405 of MORD data book.Compacted thickness 7.50 cm.

5Construction of plain cement concrete pavement thickness 15 cm, over a prepared sub base with 43 grade cement or any other type as per clause 1501.2.2 M 30 (Grade) coarse sand fine aggregatges conforming to IS.383. maximum size of coarse aggregate not exceeding 25mm. mixed in a concrete mixer of not less than 0.1 cum. capacity and appropriate weigh batcher using approved mxi design. laid in approved fixed side formwork & 125 micron thickness polythene film including levelling the formwork as per drawing, spreading the concrete with sholvels rakes compacted using meedle, screed and plate vibrator and finished in continuous operation including provision of contraction and expansion curing of concrete slabs for 14 days curing compound and water finishing to lines and grade as per drawing and Technical specififcation clause 1501

6Providing 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.

7Cleaning 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.

8Cleaning the premix surface and laying Seal coat (Type "C") with approved 6-7mm. Graded grit and bitumen (V.G.-10)including Roller, Machinery and heating the paint to the required temperature including cartage of materials, maintenance of patri and water

9Constn. 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

10HUME PIPE-Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.