Tender ID

West Bengal

Cancelled

Works

CIVIL WORKS

WBIW/CTU/CE(S)/e-NIT- 47 (e)/2025-26 SL05

IRRIGATION AND WATERWAYS DEPT.

KULTALI | 24 Paraganas North, West Bengal

Amount: ₹7.8 CrCloses: 6 Apr 202620 Mar 2026Closed

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Timeline

Published26 Feb 2026
Cancelled1 Apr 2026

Corrigenda

Corrigendum

2 updatesLatest on 19 Mar 2026Submission Ends:20 Mar 20266 Apr 2026

Date changes

Download Ends20 Mar 20266 Apr 2026Submission Ends20 Mar 20266 Apr 2026Bid Opening23 Mar 20267 Apr 2026

Cancellation Details

Cancellation of Tender

CANCELLATION OF TENDERCANCELLATION OF TENDERReason: Due to admistrative reasons/issuesDocument: cancelled_1.pdf

Published 1 Apr 2026

Tender Value

₹7.8 Cr

EMD Value

₹10 L

Closing Date

6 Apr 2026, 5:00 pmClosed

Tender Inviting Organisation

Name

SE,CTU

Address

Central Tender Unit Jalasampad Bhawan, 8thFloor, Salt Lake, Kolkata-700091

Work Description

Reconstruction, remodeling Improvement of Embankment in Sundarban and adjoining areas in the district of South 24- Parganas, West Bengal, damaged by severe Cyclone AILA along the right bank of river Matla at Mouza Dongajhora in Block Kultali und

Tender Information

Tender ID

2026_IWD_1013854_5

Reference Number

WBIW/CTU/CE(S)/e-NIT- 47(e)/2025-26

Tender Type

Open Tender

Product Category

CIVIL WORKS

Form of Contract

Item Wise

Period of Work

730 days

Location

KULTALI

Source Website

Subscribe to view

Eligibility / Pre-Qualification

AS PER NOTICE

Documents Required

9 documents required · 9 mandatory

Fee/PreQual/Technical

RequiredNIT_Corrigendum (.pdf)

RequiredForms (.pdf)

RequiredDrawings (.pdf)

RequiredBAR_CHART (.pdf)

RequiredSECTION 9 AND 10 (.pdf)

RequiredADDITIONAL TERMS AND CONDITIONS (.pdf)

RequiredALL OID (.pdf)

RequiredSECTION 5 TECHNICAL (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

EMD Fee Amount

₹10 L

EMD Fee Exemption Allowed

Yes

Pre-Bid Meeting

Meeting Place

Central Tender Unit Jalasampad Bhawan, 8thFloor, S

Important Dates

Last Activity

6 Apr 2026

Published

26 Feb 2026

Bid Opening

7 Apr 2026

Download Starts

26 Feb 2026

Download Ends

6 Apr 2026

Submission Starts

6 Mar 2026

Pre-Bid Meeting

5 Mar 2026

Bill of Quantities

Item RateBoQ_Ver4.0INR

BoQ1 (36 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Earthwork in excavation in all kinds of soil for making embankments, repairs to the embankment, closing breaches etc. as per profile including supply and transporting the earth by truck or tractor or any other mechanical means on land , including loading, transporting, unloading and stacking with all lifts bothways and head load where necessary and depositing the same on embankments, clannels, filling depressions in requisite profile, levelling as per direction of the Engineer-in-charge within a lead of - NB :- Measurement to be taken on the basis of stack measurement / prepost work section measurement after deduction of void as per norms. No extra payment will be made for stacking. Note: For compensation for earth for land owned / arranged by the contractor add Rs. 25.00 per cum and Royalty Charges on earth @29.00 per cum and cesses charges @ Rs. 5.30 Per Cum (i.e., Rs. 15.00 per 100 cft) , as per Govt. notification, which will be paid on production of necessary documents in support of payment made towards the royalties and cesses.
1.01	Beyond 500 metre and upto 1.00 k.m.	-	Cubic Metre	330.48	-
1.02	Beyond 1.00 km and upto 2.00 k.m.	-	Cubic Metre	341.21	-
1.03	Beyond 2.00 km and upto 3.00 k.m.	-	Cubic Metre	350.74	-
1.04	Beyond 3.00 km and upto 4.00 k.m.	-	Cubic Metre	361.47	-
2	Compacting earthwork in embankment in layers of 25 cm. by power roller or by any other mechanical means, like tractor driven sheep foot roller/ vibrating plate compactor earth rammer etc., (not at OMC) including necessary watering, labour charges, hire charges of all materials, tools & plants etc. and including cost and supply of all materials complete as per direction of the Engineer-in-charge. (Payment will be made on the basis of Pre-work & Post-work level).	-	Cubic Metre	27.41	-
3	Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete. A) Depth of excavation not exceeding 1,500 mm.	-	Hundred Cubic Metre	14,214.6	-
4	Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes. Recommended type of cement is OPC-33/PSC/PPC. A) Pakur Variety.	-	Cubic Metre	7,445.59	-
5	Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches.	-	Square Metre	28.6	-
6	Making filter with well graded 40 mm down ballasts and laying uniformly behind weep holes, below pitching on bed, side slopes including supply and carriage of all materials to site including preparing bed with earthwork up to 30 cm depth, where necessary and compacting with wooden malllet after laying to achieve designed section as per direction of the Engineer- in - Charge (measurements will be on finished work / in stack after deducting necessary void). A) Jhama ballast.	-	Cubic Metre	2,590.97	-

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.02 MB

Cancellation Documents

cancelled_1.pdf

pdf • 1.65 MB

Documents

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Tender Page Snapshot

details.html

html • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 1.62 MB

Tendernotice_2.pdf

PDF • 0.10 MB

Tendernotice_3.pdf

PDF • 0.83 MB

Tendernotice_4.pdf

PDF • 1.68 MB

Tendernotice_5.pdf

PDF • 0.84 MB

Work Item Documents

Sec_5_FINANCIAL.pdf

Additional Documents • 0.06 MB

DRAWING_5.pdf

Tender Documents • 1.14 MB

BARCHART_05.pdf

Tender Documents • 0.40 MB

BOQ_2490951.xls

BOQ • 0.43 MB

Corrigendum Documents

1STCORRI_0001.pdf

PDF • 1.55 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Earthwork in excavation in all kinds of soil for making embankments, repairs to the embankment, closing breaches etc. as per profile including supply and transporting the earth by truck or tractor or any other mechanical means on land , including loading, transporting, unloading and stacking with all lifts bothways and head load where necessary and depositing the same on embankments, clannels, filling depressions in requisite profile, levelling as per direction of the Engineer-in-charge within a lead of - NB :- Measurement to be taken on the basis of stack measurement / prepost work section measurement after deduction of void as per norms. No extra payment will be made for stacking. Note: For compensation for earth for land owned / arranged by the contractor add Rs. 25.00 per cum and Royalty Charges on earth @29.00 per cum and cesses charges @ Rs. 5.30 Per Cum (i.e., Rs. 15.00 per 100 cft) , as per Govt. notification, which will be paid on production of necessary documents in support of payment made towards the royalties and cesses.
1.01	Beyond 500 metre and upto 1.00 k.m.	-	Cubic Metre	330.48	-
1.02	Beyond 1.00 km and upto 2.00 k.m.	-	Cubic Metre	341.21	-
1.03	Beyond 2.00 km and upto 3.00 k.m.	-	Cubic Metre	350.74	-
1.04	Beyond 3.00 km and upto 4.00 k.m.	-	Cubic Metre	361.47	-
2	Compacting earthwork in embankment in layers of 25 cm. by power roller or by any other mechanical means, like tractor driven sheep foot roller/ vibrating plate compactor earth rammer etc., (not at OMC) including necessary watering, labour charges, hire charges of all materials, tools & plants etc. and including cost and supply of all materials complete as per direction of the Engineer-in-charge. (Payment will be made on the basis of Pre-work & Post-work level).	-	Cubic Metre	27.41	-
3	Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete. A) Depth of excavation not exceeding 1,500 mm.	-	Hundred Cubic Metre	14,214.6	-
4	Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes. Recommended type of cement is OPC-33/PSC/PPC. A) Pakur Variety.	-	Cubic Metre	7,445.59	-
5	Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches.	-	Square Metre	28.6	-
6	Making filter with well graded 40 mm down ballasts and laying uniformly behind weep holes, below pitching on bed, side slopes including supply and carriage of all materials to site including preparing bed with earthwork up to 30 cm depth, where necessary and compacting with wooden malllet after laying to achieve designed section as per direction of the Engineer- in - Charge (measurements will be on finished work / in stack after deducting necessary void). A) Jhama ballast.	-	Cubic Metre	2,590.97	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Earthwork in excavation in all kinds of soil for making embankments, repairs to the embankment, closing breaches etc. as per profile including supply and transporting the earth by truck or tractor or any other mechanical means on land , including loading, transporting, unloading and stacking with all lifts bothways and head load where necessary and depositing the same on embankments, clannels, filling depressions in requisite profile, levelling as per direction of the Engineer-in-charge within a lead of - NB :- Measurement to be taken on the basis of stack measurement / prepost work section measurement after deduction of void as per norms. No extra payment will be made for stacking. Note: For compensation for earth for land owned / arranged by the contractor add Rs. 25.00 per cum and Royalty Charges on earth @29.00 per cum and cesses charges @ Rs. 5.30 Per Cum (i.e., Rs. 15.00 per 100 cft) , as per Govt. notification, which will be paid on production of necessary documents in support of payment made towards the royalties and cesses.

1.01

Beyond 500 metre and upto 1.00 k.m.

Cubic Metre

330.48

1.02

Beyond 1.00 km and upto 2.00 k.m.

Cubic Metre

341.21

1.03

Beyond 2.00 km and upto 3.00 k.m.

Cubic Metre

350.74

1.04

Beyond 3.00 km and upto 4.00 k.m.

Cubic Metre

361.47

Compacting earthwork in embankment in layers of 25 cm. by power roller or by any other mechanical means, like tractor driven sheep foot roller/ vibrating plate compactor earth rammer etc., (not at OMC) including necessary watering, labour charges, hire charges of all materials, tools & plants etc. and including cost and supply of all materials complete as per direction of the Engineer-in-charge. (Payment will be made on the basis of Pre-work & Post-work level).

Cubic Metre

27.41

Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete. A) Depth of excavation not exceeding 1,500 mm.

Hundred Cubic Metre

14,214.6

Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes. Recommended type of cement is OPC-33/PSC/PPC. A) Pakur Variety.

Cubic Metre

7,445.59

Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches.

Square Metre

28.6

Making filter with well graded 40 mm down ballasts and laying uniformly behind weep holes, below pitching on bed, side slopes including supply and carriage of all materials to site including preparing bed with earthwork up to 30 cm depth, where necessary and compacting with wooden malllet after laying to achieve designed section as per direction of the Engineer- in - Charge (measurements will be on finished work / in stack after deducting necessary void). A) Jhama ballast.

Cubic Metre

2,590.97