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Project Work

Installation of Kishoritala-II Mini River Lift Irrigation Scheme (Solar Operated) at Mouza Gangadhari , Block-Nowda under Berhampore-II (AM) Division under Core Sector Programme

WATER RESOURCES DEV. DTE.

In Nowda Block under Berhampore-II (AM) Division | Murshidabad, West Bengal

Amount: ₹28.2 LCloses: 17 Nov 2026

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Timeline

Published15 Oct 2026
Pre-Bid Meeting3 Nov 2026
Closes17 Nov 2026
Bid Opening19 Nov 2026

Tender Value

₹28.2 L

EMD Value

₹56,303

Closing Date

17 Nov 2026, 2:00 pm

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

Installation of Kishoritala-II Mini River Lift Irrigation Scheme (Solar Operated) at Mouza Gangadhari , Block-Nowda in the district of Murshidabad under Berhampore-II (AM) Division under Core Sector Programme

Tender Information

Tender ID

2026_WRDD_1046734_1

Reference Number

WBWRDD/SE (AM)/Res Circle/eNIT-53/2026-27

Tender Type

Open Tender

Product Category

Project Work

Form of Contract

Percentage

Period of Work

180 days

Location

In Nowda Block under Berhampore-II (AM) Division

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)

RequiredWB FORM 2911 (.pdf)

RequiredDRAWING (.pdf)

RequiredOID1 (.pdf)

RequiredOID2 (.pdf)

RequiredOID3 (.pdf)

RequiredOID4 (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

EMD Fee Amount

₹56,303

EMD Fee Exemption Allowed

Yes

Pre-Bid Meeting

Meeting Place

Mayukh Bhavan, Salt Lake, Kolkata

Important Dates

Last Activity

15 Oct 2026

Published

15 Oct 2026

Bid Opening

19 Nov 2026

Download Starts

15 Oct 2026

Download Ends

17 Nov 2026

Submission Starts

15 Oct 2026

Pre-Bid Meeting

3 Nov 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 (97 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1WTA for MINI RLI Scheme
2	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. All kinds of soil.	17.67	Cu.m	260.3	₹4,599.5
3	Earthwork in excavation 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 25 cm. 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 of 1.5 metre including breaking clods, rough dressing etc. complete as per direction of the Engineer-in-charge. (a) Ordinary soil / local soil / soil mixed with moorum or kankar / silt, dry or moist / slushy silt / sticky soil.	995.28	Cu.m	99	₹98,532.72
4	Earthwork in filling in trenches after laying pipelines (PVC, RCC, ACP etc.) with good earth obtained from excavation of field trenches in layers not exceeding 225 mm including watering & ramming etc. layer by layer complete (Payment will be made on the basis of measurement of finished quantity of work).	951.85	Cu.m	66.01	₹62,831.62
5	Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. 80% of excavated earth	15.37	Cu.m	196	₹3,012.52
6	Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.	5.71	Cu.m	2,123.75	₹12,126.61
7Laying of UPVC pipes of different diameters within field trenches in curve/ straight line including using UPVC fittings, Viz. Horizontal and Vertical Bends, riser pipes, Tee Reducer etc.and making leak proof joints with couplers after roghening the surface with wire brush and emery paper and applying solvent cement (The rate is inclusive of transport of pipes, fittigs and solvent cement to be supplied by deptt.) all complete asper direction of Engineer-In- charge.
7.01	i)110 mm OD	1,200	MTR	8.72	₹10,464
7.03	ii) 140 mm. OD.	252	MTR	10.14	₹2,555.28
8	Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).	6.72	Cu.m	9,045.75	₹60,787.44

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 • 1.92 MB

Tendernotice_2.pdf

PDF • 0.52 MB

Tendernotice_3.pdf

PDF • 7.50 MB

Work Item Documents

BOQ_2564715.xls

BOQ • 0.46 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1WTA for MINI RLI Scheme
2	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. All kinds of soil.	17.67	Cu.m	260.3	₹4,599.5
3	Earthwork in excavation 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 25 cm. 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 of 1.5 metre including breaking clods, rough dressing etc. complete as per direction of the Engineer-in-charge. (a) Ordinary soil / local soil / soil mixed with moorum or kankar / silt, dry or moist / slushy silt / sticky soil.	995.28	Cu.m	99	₹98,532.72
4	Earthwork in filling in trenches after laying pipelines (PVC, RCC, ACP etc.) with good earth obtained from excavation of field trenches in layers not exceeding 225 mm including watering & ramming etc. layer by layer complete (Payment will be made on the basis of measurement of finished quantity of work).	951.85	Cu.m	66.01	₹62,831.62
5	Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. 80% of excavated earth	15.37	Cu.m	196	₹3,012.52
6	Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.	5.71	Cu.m	2,123.75	₹12,126.61
7Laying of UPVC pipes of different diameters within field trenches in curve/ straight line including using UPVC fittings, Viz. Horizontal and Vertical Bends, riser pipes, Tee Reducer etc.and making leak proof joints with couplers after roghening the surface with wire brush and emery paper and applying solvent cement (The rate is inclusive of transport of pipes, fittigs and solvent cement to be supplied by deptt.) all complete asper direction of Engineer-In- charge.
7.01	i)110 mm OD	1,200	MTR	8.72	₹10,464
7.03	ii) 140 mm. OD.	252	MTR	10.14	₹2,555.28
8	Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).	6.72	Cu.m	9,045.75	₹60,787.44

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1WTA for MINI RLI Scheme

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. All kinds of soil.

17.67

Cu.m

260.3

₹4,599.5

Earthwork in excavation 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 25 cm. 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 of 1.5 metre including breaking clods, rough dressing etc. complete as per direction of the Engineer-in-charge. (a) Ordinary soil / local soil / soil mixed with moorum or kankar / silt, dry or moist / slushy silt / sticky soil.

995.28

Cu.m

₹98,532.72

Earthwork in filling in trenches after laying pipelines (PVC, RCC, ACP etc.) with good earth obtained from excavation of field trenches in layers not exceeding 225 mm including watering & ramming etc. layer by layer complete (Payment will be made on the basis of measurement of finished quantity of work).

951.85

Cu.m

66.01

₹62,831.62

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. 80% of excavated earth

15.37

Cu.m

196

₹3,012.52

Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.

5.71

Cu.m

2,123.75

₹12,126.61

7Laying of UPVC pipes of different diameters within field trenches in curve/ straight line including using UPVC fittings, Viz. Horizontal and Vertical Bends, riser pipes, Tee Reducer etc.and making leak proof joints with couplers after roghening the surface with wire brush and emery paper and applying solvent cement (The rate is inclusive of transport of pipes, fittigs and solvent cement to be supplied by deptt.) all complete asper direction of Engineer-In- charge.

7.01

i)110 mm OD

1,200

MTR

8.72

₹10,464

7.03

ii) 140 mm. OD.

252

MTR

10.14

₹2,555.28

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).

6.72

Cu.m

9,045.75

₹60,787.44