West Bengal

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CIVIL WORKS

NIT No- 682/PWD/ROAD/BMC (2ND Call) of 386/PWD/ROAD/BMC , Dated- 09/10/2026

MUNICIPAL AFFAIRS DEPARTMENT

Bidhannagar Municipal Corporation | 24 Paraganas North, West Bengal

Amount: ₹63.8 LCloses: 28 Oct 2026

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Timeline

Published10 Oct 2026
Closes28 Oct 2026
Bid Opening30 Oct 2026

Tender Value

₹63.8 L

EMD Value

₹1.3 L

Closing Date

28 Oct 2026, 3:00 pm

Tender Inviting Organisation

Name

Executive Engineer

Address

Bidhannagar Municipal Corporation

Work Description

Construction of Dropping Pumping Station on the Drainage Main Line Outfall and CC Road concreting from house of Proloy Mitra to Nath Cafe at Dakshinabas of Hatiyara in ward no-14 under Bidhannagar Municipal Corporation. (Fund- U.D. and M.A Fund)

Tender Information

Tender ID

2026_MAD_1045867_1

Reference Number

NIT No- 682/PWD/ROAD/BMC (2ND Call), Dated- 09/10/2026

Tender Type

Open Tender

Product Category

CIVIL WORKS

Form of Contract

Percentage

Period of Work

45 days

Location

Bidhannagar Municipal Corporation

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

5 documents required · 5 mandatory

Fee/PreQual/Technical

RequiredScan copy of EMD Instrument (.pdf)

RequiredForm-I,Form-II,Form-III,Form-IV (.pdf)

RequiredNIT (.pdf)

RequiredDOCUMENT (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹0

EMD Fee Amount

₹1.3 L

Important Dates

Last Activity

10 Oct 2026

Published

10 Oct 2026

Bid Opening

30 Oct 2026

Download Starts

10 Oct 2026

Download Ends

28 Oct 2026

Submission Starts

10 Oct 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 (34 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1	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.	27.84	% Cum.	11,927	₹3,32,047.68
1.01	(b) Depth of excavation for additional depth beyond 1,500 mm. and upto 3,000 mm. but not requiring shoring.	27.84	% Cum.	19,238	₹5,35,585.92
1.02	(c) Depth of excavation for additional depth beyond 3000 mm. excluding cost of shoring as necessary.	18.84	% Cum.	23,470	₹4,42,174.8
1.03	(a) Beyond 4000 mm to 6000 mm below G.L.	22.08	% Cum.	27,702	₹6,11,660.16
2	Hire and Labour charges for shoring with sheet pile (8mm thick) & ISMB – 250 runner struts, anchor tie etc. complete, Beam section confirming to IS-226 IS: 808 & SP(6)- 1964 including cutting to requisite length, fabrication with necessary welding confirming to IS: 816-1956 & IS: 1995 etc. for overall depth of excavation from GL. a) 4.0 M to below 5.0 M.	97.8	Sqm.	9,396	₹9,18,928.8
3	(A)Filling in foundationorplinthby silver sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturationwith water, rammingcompleteincludingthecostofsupply of sand. (payment to bemade onmeasurement of finished quantity)	3.9	% Cum.	93,621	₹3,65,121.9
4	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 M20	-	Cum.	6,622.24	-
5	Steel reinforcement for R.C.C. work ready to use “cut and bend” rebars of approved make from factory/workshop to construction site including placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.	4.24	MT	60,150	₹2,55,036
6	Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor) (a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge.	265.75	Sqm.	335	₹89,026.25
7	Supplying, fitting and fixing in position reinforced cement polymer concrete manhole /gully pit cover with matching frame.As per I.S-12592(M.D) (iv) 15 MT load bearing capacity round manhole cover provided with two lifter hooks fitted with matching frame of size Cover: 460 mm X 75 mm Frame: 620 mm X 150 mm opening: 360mm Weight: 100 kg (approx)	5	Each	2,536	₹12,680

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 1.33 MB

Work Item Documents

BOQ_2563407.xls

BOQ • 0.33 MB

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Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

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.

27.84

% Cum.

11,927

₹3,32,047.68

1.01

(b) Depth of excavation for additional depth beyond 1,500 mm. and upto 3,000 mm. but not requiring shoring.

27.84

% Cum.

19,238

₹5,35,585.92

1.02

18.84

% Cum.

23,470

₹4,42,174.8

1.03

(a) Beyond 4000 mm to 6000 mm below G.L.

22.08

% Cum.

27,702

₹6,11,660.16

Hire and Labour charges for shoring with sheet pile (8mm thick) & ISMB – 250 runner struts, anchor tie etc. complete, Beam section confirming to IS-226 IS: 808 & SP(6)- 1964 including cutting to requisite length, fabrication with necessary welding confirming to IS: 816-1956 & IS: 1995 etc. for overall depth of excavation from GL. a) 4.0 M to below 5.0 M.

97.8

Sqm.

9,396

₹9,18,928.8

(A)Filling in foundationorplinthby silver sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturationwith water, rammingcompleteincludingthecostofsupply of sand. (payment to bemade onmeasurement of finished quantity)

3.9

% Cum.

93,621

₹3,65,121.9

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 M20

Cum.

6,622.24

Steel reinforcement for R.C.C. work ready to use “cut and bend” rebars of approved make from factory/workshop to construction site including placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.

4.24

60,150

₹2,55,036

Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor) (a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge.

265.75

Sqm.

335

₹89,026.25

Supplying, fitting and fixing in position reinforced cement polymer concrete manhole /gully pit cover with matching frame.As per I.S-12592(M.D) (iv) 15 MT load bearing capacity round manhole cover provided with two lifter hooks fitted with matching frame of size Cover: 460 mm X 75 mm Frame: 620 mm X 150 mm opening: 360mm Weight: 100 kg (approx)

Each

2,536

₹12,680