Tender ID

Cancelled

Works

Civil Works

WIDENING AND STRENGTHENING WORK OF B.K.K. ROAD TO SAHANPUR SUJANPUR ROAD (O.D.R.) IN THE FINANCIAL YEAR 2025-26 IN DISTT. BADAUN

Cheif Engineer Bareilly Zone PWD Bareilly

Budaun, Uttar Pradesh

Amount: ₹6.5 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

₹6.5 Cr

EMD Value

₹12.9 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 B.K.K. ROAD TO SAHANPUR SUJANPUR ROAD (O.D.R.) IN THE FINANCIAL YEAR 2025-26 IN DISTT. BADAUN

Tender Information

Tender ID

2026_CEBLY_1128533_1

Reference Number

1725(2)/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)

RequiredSBD (.pdf)

RequiredABUNDUM (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹2,714

EMD Fee Amount

₹12.9 L

EMD Fee Exemption Allowed

Yes

Pre-Bid Meeting

Meeting Place

Budaun

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
1Cleaning and Grubbing road land including uprooting rank, vegetation grass, bushes, shrubs, sapling and trees including removal and disposat of top organic soil not exeedign 150 mm in thickness in Km-1 To 4.00. Clause No. 2.30 (201).
2Earth 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.
3Construction 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
4Construction 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 fornt and loader at OMC and compacting with vibratory roller to achieve the desired density, for proper completion of the work as per MORT & H specifications clause 4.01 (401B) .
5Providing, 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)).
6Providing & 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). For DBM
7Providing and laying dense graded bituminous macadam (Grade-2) with higher capacity batch type HMP usingh crushed aggregates of specified grading, premixed with bituminous binder (VG-30) @ 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.
8Providing and applying tack coat with Bitumen (VG-10) using pressure distributor at the rate of 0.30 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 For BC
9Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder (VG-30) @ 5.4 per cent of 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. 509 complete in all respects
10Earth 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.

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.02 MB

Cancellation Documents

cancelled_1.pdf

pdf • 0.74 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 • 1.63 MB

Work Item Documents

SBD_2.pdf

Tender Documents • 0.75 MB

abundam_2.pdf

Tender Documents • 1.82 MB

BOQ_2104858.xls

BOQ • 0.31 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Cleaning and Grubbing road land including uprooting rank, vegetation grass, bushes, shrubs, sapling and trees including removal and disposat of top organic soil not exeedign 150 mm in thickness in Km-1 To 4.00. Clause No. 2.30 (201).
2Earth 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.
3Construction 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
4Construction 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 fornt and loader at OMC and compacting with vibratory roller to achieve the desired density, for proper completion of the work as per MORT & H specifications clause 4.01 (401B) .
5Providing, 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)).
6Providing & 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). For DBM
7Providing and laying dense graded bituminous macadam (Grade-2) with higher capacity batch type HMP usingh crushed aggregates of specified grading, premixed with bituminous binder (VG-30) @ 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.
8Providing and applying tack coat with Bitumen (VG-10) using pressure distributor at the rate of 0.30 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 For BC
9Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder (VG-30) @ 5.4 per cent of 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. 509 complete in all respects
10Earth 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.

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Cleaning and Grubbing road land including uprooting rank, vegetation grass, bushes, shrubs, sapling and trees including removal and disposat of top organic soil not exeedign 150 mm in thickness in Km-1 To 4.00. Clause No. 2.30 (201).

2Earth 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.

3Construction 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

4Construction 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 fornt and loader at OMC and compacting with vibratory roller to achieve the desired density, for proper completion of the work as per MORT & H specifications clause 4.01 (401B) .

5Providing, 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)).

6Providing & 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). For DBM

7Providing and laying dense graded bituminous macadam (Grade-2) with higher capacity batch type HMP usingh crushed aggregates of specified grading, premixed with bituminous binder (VG-30) @ 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.

8Providing and applying tack coat with Bitumen (VG-10) using pressure distributor at the rate of 0.30 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 For BC

9Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder (VG-30) @ 5.4 per cent of 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. 509 complete in all respects

10Earth 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.