West Bengal

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CIVIL WORKS

NIeT-58 (Sl. No. 21)/2026-27

NORTH BENGAL DEVELOPMENT DEPARTMENT

Alipurduar, West Bengal

Amount: ₹28.6 LCloses: 1 Oct 202621 Sept 20264d left

Timeline

Published7 Sept 2026
Closes1 Oct 202621 Sept 2026
Bid Opening5 Oct 202624 Sept 2026

Corrigenda

Corrigendum

2 updatesLatest on 25 Sept 2026Submission Ends:21 Sept 20261 Oct 2026

Date changes

Download Ends21 Sept 20261 Oct 2026Submission Ends21 Sept 20261 Oct 2026Bid Opening24 Sept 20265 Oct 2026

Tender Value

₹28.6 L

EMD Value

₹57,287

Closing Date

1 Oct 2026, 3:00 pm4d left

Tender Inviting Organisation

Name

Sourav Bhattacharya, Executive Engineer-NBDD

Address

Annex Building, Uttarkanya

Work Description

Strengthening and Repairing with Boulder Sausages Bunndh near the Culvert of Bamni jhora at Biswas Para under Tatpara-1 gp within Alipurduar-II Development Block in the district of Alipurduar in the year of 2026-27 (Length 100m)

Tender Information

Tender ID

2026_NBDD_1040648_21

Reference Number

NBDD/BS/EE/NIe-T- 58/Sl. No. 01 to 21/2026-27

Tender Type

Open Tender

Product Category

CIVIL WORKS

Form of Contract

Percentage

Period of Work

240 days

Location

Alipurduar

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

6 documents required · 6 mandatory

Fee/PreQual/Technical

RequiredNIT (.pdf)

Required2911 (.pdf)

RequiredEMD (.pdf)

RequiredCorrigendum (.pdf)

RequiredOthers (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

EMD Fee Amount

₹57,287

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

1 Oct 2026

Published

7 Sept 2026

Bid Opening

5 Oct 2026

Download Starts

7 Sept 2026

Download Ends

1 Oct 2026

Submission Starts

7 Sept 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 (6 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1	Excavation for Structures 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, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work (Reference to MoRT&H's specification clause 304). 13(i) Ordinary soil 13(i)A Manual Means (Depth upto 3 m)	240	Cu.M	409.12	₹98,188.8
2	Gabian Structure for Retaining Earth cum 2303.60 RIVER TRAINING & PROTECTION WORKS Providing and construction of a gabian structure for retaining earth withsegments of wire crates of size 7 m x 3 m x 0.6 m ( 7.50m x 3.0m x0.6m ) each divided into 1.5 m compartments bycross netting, made from 4 mm galvanised steel wire @ 32 kg per 10 sqm having minimum tensile strength of 300Mpa ( tensile strength 300-450 Mpa )conforming to IS:280 and galvanizing coating conforming to IS:4826, woven into mesh with double twist, mesh size not exceeding 100 x 100 mm, filled with boulders with least dimension of 200 mm, all loose ends to be tied with 4 mm galvanised steel wire (Reference to MORT&H's specification 2503.3).	510.57	Cu.M	3,675.51	₹18,76,618
3	Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications (Reference to MORT&H's specification 2504).4A Stone/Boulder	36	Cu.M	1,562.14	₹56,237.04
4	Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification Gradation of filter , Thickness of filter 200/300 mm (Reference to MORT&H's specification 2504).	36	Cu.M	2,430.34	₹87,492.24
5	Plain/Reinforced cement concrete in open foundation complete all including vibrating and compacting, finishing, curing, sampling, testing etc. as per drawing and Technical Specifications (Reference to MORT&H's specifications 1500, 1700 & 2200 PCC Grade M15	120	Cu.M	5,825.75	₹6,99,090
6	Construction of Embankment with Material obtained from Borrow pits 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) Cost of compensation for Earth material & its carriage from private land at 5km distance have been included in the rate.	180	Cu.M	259.58	₹46,724.4

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 • 0.90 MB

Tendernotice_2.pdf

PDF • 0.51 MB

Work Item Documents

BOQ_2555804.xls

BOQ • 1.01 MB

Corrigendum Documents

2nd_Date_Corrigendum.pdf

PDF • 0.44 MB

Date_Corrigendum.pdf

PDF • 0.72 MB

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Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

Excavation for Structures 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, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work (Reference to MoRT&H's specification clause 304). 13(i) Ordinary soil 13(i)A Manual Means (Depth upto 3 m)

240

Cu.M

409.12

₹98,188.8

Gabian Structure for Retaining Earth cum 2303.60 RIVER TRAINING & PROTECTION WORKS Providing and construction of a gabian structure for retaining earth withsegments of wire crates of size 7 m x 3 m x 0.6 m ( 7.50m x 3.0m x0.6m ) each divided into 1.5 m compartments bycross netting, made from 4 mm galvanised steel wire @ 32 kg per 10 sqm having minimum tensile strength of 300Mpa ( tensile strength 300-450 Mpa )conforming to IS:280 and galvanizing coating conforming to IS:4826, woven into mesh with double twist, mesh size not exceeding 100 x 100 mm, filled with boulders with least dimension of 200 mm, all loose ends to be tied with 4 mm galvanised steel wire (Reference to MORT&H's specification 2503.3).

510.57

Cu.M

3,675.51

₹18,76,618

Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications (Reference to MORT&H's specification 2504).4A Stone/Boulder

Cu.M

1,562.14

₹56,237.04

Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification Gradation of filter , Thickness of filter 200/300 mm (Reference to MORT&H's specification 2504).

Cu.M

2,430.34

₹87,492.24

Plain/Reinforced cement concrete in open foundation complete all including vibrating and compacting, finishing, curing, sampling, testing etc. as per drawing and Technical Specifications (Reference to MORT&H's specifications 1500, 1700 & 2200 PCC Grade M15

120

Cu.M

5,825.75

₹6,99,090

Construction of Embankment with Material obtained from Borrow pits 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) Cost of compensation for Earth material & its carriage from private land at 5km distance have been included in the rate.

180

Cu.M

259.58

₹46,724.4