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Project Work

Re-excavation of 03 (three) number Canals including cross culvert and installation of solar operated pumping system with bank protection at different Mouzas under Amta-II Block of Howrah District under Core-sector Program

WATER RESOURCES DEV. DTE.

In Amta-II Block under Howrah (AI) Div. | Kolkata, West Bengal

Amount: ₹92.3 LCloses: 3 Nov 2026

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Timeline

Published9 Oct 2026
Pre-Bid Meeting29 Oct 2026
Closes3 Nov 2026
Bid Opening5 Nov 2026

Tender Value

₹92.3 L

EMD Value

₹1.8 L

Closing Date

3 Nov 2026, 11:00 am

Tender Inviting Organisation

Name

Superintending Engineer(AM), Kolkata(AM)Res.Circle

Address

Office of the Superintending Engineer (AM) Kolkata (AM) Resources Circle, Mayukh Bhawan, Salt Lake, Kolkata- 700 091

Work Description

Re-excavation of canal from Sirol Pirtala to Sirol Manasatala including cross culvert and installation of solar operated pumping system with bank protection Mouza- Sirol under Amta-II Block of Howrah District under Howrah (AI) Division.

Tender Information

Tender ID

2026_WRDD_1045593_3

Reference Number

WBWRDD/SE (AM)/Res Circle/eNIT-24(Sl. 1 to 3)/2026-27

Tender Type

Open Tender

Product Category

Project Work

Form of Contract

Percentage

Period of Work

180 days

Location

In Amta-II Block under Howrah (AI) Div.

Source Website

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Eligibility / Pre-Qualification

Please refer to Tender Documents

Documents Required

8 documents required · 8 mandatory

Fee/PreQual/Technical

RequiredNOTICE (.pdf)

RequiredFORM NO 2911 (.pdf)

RequiredDRAWING (.pdf)

RequiredOID1 (.pdf)

RequiredOID2 (.pdf)

RequiredOID3 (.pdf)

RequiredOID4 (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

EMD Fee Amount

₹1.8 L

EMD Fee Exemption Allowed

Yes

Pre-Bid Meeting

Meeting Place

Mayukh Bhavan, Salt Lake, Kolkata

Important Dates

Last Activity

9 Oct 2026

Published

9 Oct 2026

Bid Opening

5 Nov 2026

Download Starts

9 Oct 2026

Download Ends

3 Nov 2026

Submission Starts

9 Oct 2026

Pre-Bid Meeting

29 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 (64 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1	Re-excavation Bailing out water by pump including all leads and lifts and including making all arrangements for disposal, where continuous flow or seepage of water is encountered and rating of pumps and hours of operation is specifically ascertained as per direction of the Engineer-in-charge	50.1	HP-Hr	23	₹1,152.3
2	Cutting uprooting and clearing jungles including shrubs, water weeds, bushes, trees, plants, upto 30 cm. girth including removing as directed by Engineer-in-charge.	2,240	Sqm	5	₹11,200
3	Cutting, uprooting of roots & stumps of trees of different girth upto 1 meter depth below ground level or bed level & filling the rootholes by soil and removal of branches, roots & stumps etc. including carriage and stacking as per instruction of the Engineer-in-charge (Measurement of girth at breast height of 90 cm) (b) Banana cluster/ Pineapple	15	each	73	₹1,095
4	Earthworkinexcavation in the canals/drainage channels/borrow pits/ River bed / slope of bank as noted below as per designed section & throwing the spoils in layers of 25cm. for making banks as per profile or to deposit the same in any other place within an initial lead of 30 metre and initial lift of1.5 metre including breaking clods, roughdressing etc.complete as per direction of the Engineer-in-charge.	26,830.04	cum	109	₹29,24,474.36
5	Dressing and chilchalling flanks or slope of embankment including filling with earth or cutting upto 150 mm. average thickness and ramming properly after sprinkling water.	18,732	sqm	10	₹1,87,320
6	Supplying, fitting and fixing including transportation of sign board for identifying the exact location of MINI RLI scheme (one at road side and other at site) the board will be made 3 mm thick MS plate of size 300 mm x 600 mm and fitted and fixed on 50 mm GI Pipe of IS 1239/90 (part-1) including cutting, welding LS and writting of both sides of Sign board. Base - Yellow, and words - Red. Both bottom end of the stands pipe will be grouted in 1:2:4 CC on a single brick flat soling. This will include one materials and labour complete as per drawing and direction of E.I.C.	4	L.S	3,677.51	₹14,710.04
7	For Surface Flow Minor Irrigation Scheme and Field Channel Works extra rate of 4 % should be allowed over the existing schedule rate excluding Earthwork i.e. (item No. 1 to 3, 5 & 6)	0.04	of	2,15,477.04	₹8,619.08
8	INLET/OUTLET Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 2.8.1 All kinds of soil.	79.04	cum	260.3	₹20,574.11
9	1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)	5.68	cum	7,878.5	₹44,749.88
10	Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in Cement mortar 1:4 (1 cement : 4 coarse sand)	2.56	cum	7,370.65	₹18,868.86

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 2.07 MB

Tendernotice_2.pdf

PDF • 0.52 MB

Tendernotice_3.pdf

PDF • 39.57 MB

Work Item Documents

BOQ_2563081.xls

BOQ • 0.42 MB

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Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

Re-excavation Bailing out water by pump including all leads and lifts and including making all arrangements for disposal, where continuous flow or seepage of water is encountered and rating of pumps and hours of operation is specifically ascertained as per direction of the Engineer-in-charge

50.1

HP-Hr

₹1,152.3

Cutting uprooting and clearing jungles including shrubs, water weeds, bushes, trees, plants, upto 30 cm. girth including removing as directed by Engineer-in-charge.

2,240

Sqm

₹11,200

Cutting, uprooting of roots & stumps of trees of different girth upto 1 meter depth below ground level or bed level & filling the rootholes by soil and removal of branches, roots & stumps etc. including carriage and stacking as per instruction of the Engineer-in-charge (Measurement of girth at breast height of 90 cm) (b) Banana cluster/ Pineapple

each

₹1,095

Earthworkinexcavation in the canals/drainage channels/borrow pits/ River bed / slope of bank as noted below as per designed section & throwing the spoils in layers of 25cm. for making banks as per profile or to deposit the same in any other place within an initial lead of 30 metre and initial lift of1.5 metre including breaking clods, roughdressing etc.complete as per direction of the Engineer-in-charge.

26,830.04

cum

109

₹29,24,474.36

Dressing and chilchalling flanks or slope of embankment including filling with earth or cutting upto 150 mm. average thickness and ramming properly after sprinkling water.

18,732

sqm

₹1,87,320

Supplying, fitting and fixing including transportation of sign board for identifying the exact location of MINI RLI scheme (one at road side and other at site) the board will be made 3 mm thick MS plate of size 300 mm x 600 mm and fitted and fixed on 50 mm GI Pipe of IS 1239/90 (part-1) including cutting, welding LS and writting of both sides of Sign board. Base - Yellow, and words - Red. Both bottom end of the stands pipe will be grouted in 1:2:4 CC on a single brick flat soling. This will include one materials and labour complete as per drawing and direction of E.I.C.

L.S

3,677.51

₹14,710.04

For Surface Flow Minor Irrigation Scheme and Field Channel Works extra rate of 4 % should be allowed over the existing schedule rate excluding Earthwork i.e. (item No. 1 to 3, 5 & 6)

0.04

2,15,477.04

₹8,619.08

INLET/OUTLET Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 2.8.1 All kinds of soil.

79.04

cum

260.3

₹20,574.11

1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)

5.68

cum

7,878.5

₹44,749.88

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in Cement mortar 1:4 (1 cement : 4 coarse sand)

2.56

cum

7,370.65

₹18,868.86