Tender ID

Cancelled

Works

Civil Works

WIDENING AND STRENGTHENING WORK OF ASAFPUR MUDIA KARANPUR GANDRAULI ROAD (O.D.R.) IN THE FINANCIAL YEAR 2025-26 IN DISTT. BADAUN

Cheif Engineer Bareilly Zone PWD Bareilly

Budaun, Uttar Pradesh

Amount: ₹18.4 CrCloses: 31 Mar 2026Closed

Timeline

Published26 Mar 2026
Closed31 Mar 2026
Cancelled7 Apr 2026

Cancellation Details

Cancellation of Tender

Tender cancelledTender Cancelled due to Administrative ReasonReason: Due to admistrative reasons/issuesDocument: cancelled_1.pdf

Published 7 Apr 2026

Tender Value

₹18.4 Cr

EMD Value

₹36.8 L

Closing Date

31 Mar 2026, 12:00 pmClosed

Tender Inviting Organisation

Name

Superintending Engineer BDN-PBT Circle PWD Bly

Address

O/O SUPERINTENDING ENGINEER BDN-PBT CIRCLE PWD BAREILLY

Work Description

WIDENING AND STRENGTHENING WORK OF ASAFPUR MUDIA KARANPUR GANDRAULI ROAD (O.D.R.) IN THE FINANCIAL YEAR 2025-26 IN DISTT. BADAUN

Tender Information

Tender ID

2026_CEBLY_1128544_1

Reference Number

1725(3)/7Nivida(CD)ET-08/25-26 Dtd 14-03-2026

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Item Rate

Period of Work

365 days

Location

Budaun

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

4 documents required · 4 mandatory

Fee/PreQual/Technical

RequiredNIT (.pdf)

RequiredABUNDUM (.pdf)

RequiredSBD (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹2,714

EMD Fee Amount

₹36.8 L

EMD Fee Exemption Allowed

Yes

Pre-Bid Meeting

Meeting Place

Bareilly

Important Dates

Last Activity

7 Apr 2026

Published

26 Mar 2026

Bid Opening

31 Mar 2026

Download Starts

26 Mar 2026

Download Ends

31 Mar 2026

Submission Starts

26 Mar 2026

Pre-Bid Meeting

28 Mar 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (0 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Clearing Jungle including uprooting of vegetation,grass,bush,wood trees and sapling of girth up to 30 cm,measured at a height of 1m above ground level and removal of rubbish upto a distance of 50 m.Outside the periphery of area cleaned (Sl No.259)
2Scarifying the old painted surface including disposal of all scarified material at a distance of 30 m as directed by E/I (S.I. 772)
3Earth Work in excavation of foundation of structures as drawing and technical specification, including setting out, construction of shoring and braching, removal of stumps and other deleterious matter, dressing of sides and bottom back filling the excavation earth to the extent required and and utilising the remaining earth locally for road work. (Morth Specification 3.13 304 B)
4Construction of embankment with approved material obtained from borrow pits with all lifts and lead, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2 as per MORT&H specification No.305
5Construction of Subgrade and earthen shoulders with apporved material obtained from borrow pits with all ifts and leads transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300.2 as per Tecnical Specification Clause 303.2
6Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grador on prepared surface mixing by mix in place method with rotavator at OMC and compacting with vibratory 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 garader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. for proper completion of the work as per MORT & H specifications Sr No. 4.14 (406 (B)).
8Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 310 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing.
9Providing & applying Primer coat with 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 including cost of all material, labour, T&P etc. required for proper completion of the work as per MORT&H specifications (2019) No. 5.01 (502).
10Providing and applying tack coat with Bitumen (VG-10) using pressure distributor at the rate of 0.20 kg per sqm on the prepared granular surfaces cleaned with mechanical broom including cost of all type of materials,labour T&P etc. required for proper completion of the work as per MORT&H specification (2001) no.503

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.02 MB

Cancellation Documents

cancelled_1.pdf

pdf • 0.74 MB

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 1.63 MB

Work Item Documents

abundam_3.pdf

Tender Documents • 1.82 MB

SBD_3.pdf

Tender Documents • 0.75 MB

BOQ_2104880.xls

BOQ • 0.31 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Clearing Jungle including uprooting of vegetation,grass,bush,wood trees and sapling of girth up to 30 cm,measured at a height of 1m above ground level and removal of rubbish upto a distance of 50 m.Outside the periphery of area cleaned (Sl No.259)
2Scarifying the old painted surface including disposal of all scarified material at a distance of 30 m as directed by E/I (S.I. 772)
3Earth Work in excavation of foundation of structures as drawing and technical specification, including setting out, construction of shoring and braching, removal of stumps and other deleterious matter, dressing of sides and bottom back filling the excavation earth to the extent required and and utilising the remaining earth locally for road work. (Morth Specification 3.13 304 B)
4Construction of embankment with approved material obtained from borrow pits with all lifts and lead, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2 as per MORT&H specification No.305
5Construction of Subgrade and earthen shoulders with apporved material obtained from borrow pits with all ifts and leads transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300.2 as per Tecnical Specification Clause 303.2
6Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grador on prepared surface mixing by mix in place method with rotavator at OMC and compacting with vibratory 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 garader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. for proper completion of the work as per MORT & H specifications Sr No. 4.14 (406 (B)).
8Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 310 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing.
9Providing & applying Primer coat with 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 including cost of all material, labour, T&P etc. required for proper completion of the work as per MORT&H specifications (2019) No. 5.01 (502).
10Providing and applying tack coat with Bitumen (VG-10) using pressure distributor at the rate of 0.20 kg per sqm on the prepared granular surfaces cleaned with mechanical broom including cost of all type of materials,labour T&P etc. required for proper completion of the work as per MORT&H specification (2001) no.503

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Clearing Jungle including uprooting of vegetation,grass,bush,wood trees and sapling of girth up to 30 cm,measured at a height of 1m above ground level and removal of rubbish upto a distance of 50 m.Outside the periphery of area cleaned (Sl No.259)

2Scarifying the old painted surface including disposal of all scarified material at a distance of 30 m as directed by E/I (S.I. 772)

3Earth Work in excavation of foundation of structures as drawing and technical specification, including setting out, construction of shoring and braching, removal of stumps and other deleterious matter, dressing of sides and bottom back filling the excavation earth to the extent required and and utilising the remaining earth locally for road work. (Morth Specification 3.13 304 B)

4Construction of embankment with approved material obtained from borrow pits with all lifts and lead, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2 as per MORT&H specification No.305

5Construction of Subgrade and earthen shoulders with apporved material obtained from borrow pits with all ifts and leads transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300.2 as per Tecnical Specification Clause 303.2

6Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grador on prepared surface mixing by mix in place method with rotavator at OMC and compacting with vibratory 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 garader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. for proper completion of the work as per MORT & H specifications Sr No. 4.14 (406 (B)).

8Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 310 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing.

9Providing & applying Primer coat with 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 including cost of all material, labour, T&P etc. required for proper completion of the work as per MORT&H specifications (2019) No. 5.01 (502).

10Providing and applying tack coat with Bitumen (VG-10) using pressure distributor at the rate of 0.20 kg per sqm on the prepared granular surfaces cleaned with mechanical broom including cost of all type of materials,labour T&P etc. required for proper completion of the work as per MORT&H specification (2001) no.503