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CIVIL WORKS

WBPW(ROADS)/SE/ NHC /NIT-06 /2026-2027/01

Public Works Department

Uttar Dinajpur | Maldah, West Bengal

Amount: ₹24.5 CrCloses: 3 Nov 2026

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Timeline

Published8 Oct 2026
Submission Opens9 Oct 2026
Pre-Bid Meeting13 Oct 2026
Closes3 Nov 2026
Bid Opening5 Nov 2026

Tender Value

₹24.5 Cr

EMD Value

₹10 L

Closing Date

3 Nov 2026, 1:00 pm

Tender Inviting Organisation

Name

SE_NHC

Address

Superintending Engineer, Northern Highway Circle, P.W.(Roads)Directorate, Singatala, Malda, Pin- 732101.

Work Description

Churaman Itahar Kushmandi Road, from 0.00 kmp to 6.50 km, Widening and Strengthening work under Uttar Dinajpur Highway Division in the District of Uttar Dinajpur.

Tender Information

Tender ID

2026_WBPWD_5078196_1

Reference Number

WBPW(ROADS)/SE/ NHC /NIT-06 /2026-2027

Tender Type

Open Tender

Product Category

CIVIL WORKS

Form of Contract

Percentage

Period of Work

365 days

Location

Uttar Dinajpur

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

5 documents required · 5 mandatory

Fee/PreQual/Technical

RequiredNIT (.pdf)

RequiredTENDER FEE AND EMD AND TECH. FILE (.pdf)

Required2911 (.pdf)

RequiredOID Folder (Bidder Upload all Documents in this Folder) (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

EMD Fee Amount

₹10 L

EMD Fee Exemption Allowed

Yes

Pre-Bid Meeting

Meeting Place

Superintending Engineer Chamber

Important Dates

Last Activity

8 Oct 2026

Published

8 Oct 2026

Bid Opening

5 Nov 2026

Download Starts

8 Oct 2026

Download Ends

3 Nov 2026

Submission Starts

9 Oct 2026

Pre-Bid Meeting

13 Oct 2026

Bill of Quantities

PercentageBoQ_Ver4.0INR

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 (80 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1ROAD WORKS (Segment-A)
1.01	Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness. (Reference to MoRT&H's specification clause 201). By Mechanical Means In area of light jungle	2.6	Hectare	50,633.31	₹1,31,646.61
1.02	Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately (Reference to MoRT&H's specification clause 202) By Mechanical Means Bituminous course	2,040.97	Cum.	312.86	₹6,38,537.87
1.03	Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately (Reference to MoRT&H's specification clause 202) By Mechanical Means Granular course	78.71	Cum.	587.83	₹46,268.1
1.04	Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 (Reference to MoRT&H's specification clause 305). Land owned/ arranged by the Contractor. (Payment will be made on the basis of finished compacted volume)	17,889.2	Cum.	259.94	₹46,50,118.65
1.05	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 & 300-1.The size course material in the mix of earth ordinarily shall not be exceed 75mm.(Reference to MoRT&H's specification clause 305).	4,200.55	Cum.	105.59	₹4,43,536.07
1.06	Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2 & 300-1 .The size course material in the mix of earth ordinarily shall not be exceed 75mm.(Reference to MoRT&H's specification clause 305). Land owned/ arranged by the Contractor. (Payment will be made on the basis of finished compacted volume)	21,520.69	Cum.	220.72	₹47,50,046.7
1.07	Excavation for road way in soil by mechanical means including cutting and pushing the earth to site of embankment up to a distance of 100 metres (average lead 50 metres),including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections (Reference to MoRT&H's specification clause 301).	12,464.92	Cum.	166.21	₹20,71,794.35
1.08	Compacting original ground supporting sub-grade Loosening of the ground upto a level of 500 mm below the sub-grade level, watered, graded and compacted in layers to meet requirement of table 300-2 & 300-1 for sub-grade construction (Reference to MoRT&H's specification clause 305.3.4).	12,379.42	Cum.	70.52	₹8,72,996.7
1.09	Supplying, spreading and compacting Sand to required thickness, in layers not exceeding 150 mm to proper gradient and camber, inundating each layer by water and packing and ramming layer by layer to achieve desired compaction, including lighting, guarding, barricading and making adequate earthen bundh where necessary, curing with water as per direction, mending cracks and depressions by ramming wherever necessary. Using Medium Sand	1,280.99	Cum.	1,267.95	₹16,24,231.27

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.63 MB

Work Item Documents

BOQ_5177616.xls

BOQ • 0.38 MB

twonineoneoneSE.pdf

Tender Documents • 0.29 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1ROAD WORKS (Segment-A)
1.01	Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness. (Reference to MoRT&H's specification clause 201). By Mechanical Means In area of light jungle	2.6	Hectare	50,633.31	₹1,31,646.61
1.02	Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately (Reference to MoRT&H's specification clause 202) By Mechanical Means Bituminous course	2,040.97	Cum.	312.86	₹6,38,537.87
1.03	Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately (Reference to MoRT&H's specification clause 202) By Mechanical Means Granular course	78.71	Cum.	587.83	₹46,268.1
1.04	Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 (Reference to MoRT&H's specification clause 305). Land owned/ arranged by the Contractor. (Payment will be made on the basis of finished compacted volume)	17,889.2	Cum.	259.94	₹46,50,118.65
1.05	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 & 300-1.The size course material in the mix of earth ordinarily shall not be exceed 75mm.(Reference to MoRT&H's specification clause 305).	4,200.55	Cum.	105.59	₹4,43,536.07
1.06	Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2 & 300-1 .The size course material in the mix of earth ordinarily shall not be exceed 75mm.(Reference to MoRT&H's specification clause 305). Land owned/ arranged by the Contractor. (Payment will be made on the basis of finished compacted volume)	21,520.69	Cum.	220.72	₹47,50,046.7
1.07	Excavation for road way in soil by mechanical means including cutting and pushing the earth to site of embankment up to a distance of 100 metres (average lead 50 metres),including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections (Reference to MoRT&H's specification clause 301).	12,464.92	Cum.	166.21	₹20,71,794.35
1.08	Compacting original ground supporting sub-grade Loosening of the ground upto a level of 500 mm below the sub-grade level, watered, graded and compacted in layers to meet requirement of table 300-2 & 300-1 for sub-grade construction (Reference to MoRT&H's specification clause 305.3.4).	12,379.42	Cum.	70.52	₹8,72,996.7
1.09	Supplying, spreading and compacting Sand to required thickness, in layers not exceeding 150 mm to proper gradient and camber, inundating each layer by water and packing and ramming layer by layer to achieve desired compaction, including lighting, guarding, barricading and making adequate earthen bundh where necessary, curing with water as per direction, mending cracks and depressions by ramming wherever necessary. Using Medium Sand	1,280.99	Cum.	1,267.95	₹16,24,231.27

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1ROAD WORKS (Segment-A)

1.01

Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness. (Reference to MoRT&H's specification clause 201). By Mechanical Means In area of light jungle

2.6

Hectare

50,633.31

₹1,31,646.61

1.02

Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately (Reference to MoRT&H's specification clause 202) By Mechanical Means Bituminous course

2,040.97

Cum.

312.86

₹6,38,537.87

1.03

78.71

Cum.

587.83

₹46,268.1

1.04

Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 (Reference to MoRT&H's specification clause 305). Land owned/ arranged by the Contractor. (Payment will be made on the basis of finished compacted volume)

17,889.2

Cum.

259.94

₹46,50,118.65

1.05

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 & 300-1.The size course material in the mix of earth ordinarily shall not be exceed 75mm.(Reference to MoRT&H's specification clause 305).

4,200.55

Cum.

105.59

₹4,43,536.07

1.06

Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2 & 300-1 .The size course material in the mix of earth ordinarily shall not be exceed 75mm.(Reference to MoRT&H's specification clause 305). Land owned/ arranged by the Contractor. (Payment will be made on the basis of finished compacted volume)

21,520.69

Cum.

220.72

₹47,50,046.7

1.07

Excavation for road way in soil by mechanical means including cutting and pushing the earth to site of embankment up to a distance of 100 metres (average lead 50 metres),including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections (Reference to MoRT&H's specification clause 301).

12,464.92

Cum.

166.21

₹20,71,794.35

1.08

Compacting original ground supporting sub-grade Loosening of the ground upto a level of 500 mm below the sub-grade level, watered, graded and compacted in layers to meet requirement of table 300-2 & 300-1 for sub-grade construction (Reference to MoRT&H's specification clause 305.3.4).

12,379.42

Cum.

70.52

₹8,72,996.7

1.09

Supplying, spreading and compacting Sand to required thickness, in layers not exceeding 150 mm to proper gradient and camber, inundating each layer by water and packing and ramming layer by layer to achieve desired compaction, including lighting, guarding, barricading and making adequate earthen bundh where necessary, curing with water as per direction, mending cracks and depressions by ramming wherever necessary. Using Medium Sand

1,280.99

Cum.

1,267.95

₹16,24,231.27