CPPP

Active

Works

Civil Works

Renovation of Toilet in Infrastructure, SCC, RTC, Infrastructure, Cryogenic, Superlab, Workshop, Security and DG buildings of VECC Bidhannagar, Chakgaria and Rajarhat Campus.

Variable Energy Cyclotron Centre

Bidhannagar, MCF Chakgaria, Rajarhat campus | 24 Paraganas North, West Bengal

Amount: ₹2.8 CrCloses: 3 Nov 2026

Tenderkart AI

Reads all tender documents

Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.

Timeline

Published5 Oct 2026
Submission Opens16 Oct 2026
Closes3 Nov 2026
Bid Opening5 Nov 2026

Corrigenda

Corrigendum

1 updatesLatest on 6 Oct 2026

Tender Value

₹2.8 Cr

EMD Value

₹5.6 L

Closing Date

3 Nov 2026, 5:00 pm

Tender Inviting Organisation

Name

Director, VECC

Address

VECC, 1 AF, Bidhannagar, Kolkata- 700064

Work Description

Renovation of Toilet in Infrastructure, SCC, RTC, Infrastructure, Cryogenic, Superlab, Workshop, Security and DG buildings of VECC Bidhannagar, Chakgaria and Rajarhat Campus.

Tender Information

Tender ID

2026_VECC_928495_1

Reference Number

VECC/MEG/ESD/CMS/NIT/T- 1934/B-49/1551 Dated-30.09.2026

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Item Rate

Period of Work

330 days

Location

Bidhannagar, MCF Chakgaria, Rajarhat campus

Source Website

Subscribe to view

Eligibility / Pre-Qualification

As per NIT

Documents Required

4 documents required · 4 mandatory

Fee/PreQual/Technical

RequiredNIT (.pdf)

RequiredInformation from vendor (.xls)

RequiredAll relevant documents as per NIT (.rar)

Finance

RequiredPrice bid (.xls)

Fee & Financial Details

Tender Fee Amount

₹0

EMD Fee Amount

₹5.6 L

Important Dates

Last Activity

5 Oct 2026

Published

5 Oct 2026

Bid Opening

5 Nov 2026

Download Starts

6 Oct 2026

Download Ends

3 Nov 2026

Submission Starts

16 Oct 2026

Clarification Period

6 Oct 2026 - 23 Oct 2026

Bill of Quantities

Item RateBoQ_Ver4.0INR

BoQ1 (152 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Earth work excavation by mechanical means (Hydraulic excavator) / manual means in all types of soil other than soft and hard rock, dressing the sides of foundation, ramming of bottom etc. including shoring and dewatering (if necessary) and refilling with selected excavated earth in layers of not more than 500 mm thick, each layer well rammed and consolidated including disposing the surplus earth within a distance of 200 m all as per specifications including clearing Jungle, uprooting of vegetation, grass, etc. complete and as directed by the Engineer-in-charge
1.01	From 0.00 to 1.50 m depth from Average Ground Level	50	Cum	-	-
1.02	extra additional depth	20	Cum	-	-
2Forming vertical piles including initial test piles by boring through fill and all kinds of soils including hard murrum with gravel and chiselling through occasional boulders and soft / weathered / hard rock by continuous mud circulation technique and bailer boring / Rotary Drilling method as specified, including conducting Standard Penetration test on all piles in different levels as instructed by Engineer In Charge. The tremination of boring shall be done after cleraence from EIC, carting away the bored excavated soil/Muck shall be disposed outside the VECC campus at the own cost of contracting agency. Fixing reinforcement as per drawing, casting the piles with Specified grade concrete by tremie only, using graded stone aggregates of maximum size 20 mm, ordinary portland cement with a minimum cement content of 450 kg. per cubic metre of concrete and with water cement ratio including the water contained in the aggregates not exceeding 0.40, etc. all as specified. 'The Rate includes concreting a minimum of 600 mm above specified cut-off levels, cutting of piles at cut-off level specified including cost of all materials, admixtures, (approved super plasticisers), if used with the prior approval of engineer, labour, tools, excavation, dewatering by pumps or well points and also for cut-off chipping, all as required etc.excluding cost of Steel Reinforcement but including cost of boring with bentonite solution and temporary casing for appropriate length for setting out and removal of same complete. 'Note for piling works : 'a) The quoted rate shall be inclusive of mobilisation charges for erection and commission of all required machinery, equipments, piling rigs, casing pipes,cutting tools, cleaning bucket, materials, personnels, extra concrete above cut off level etc. at site and demobilisation on completion. No separate claims will be entertained due to variation in quantity of piles. b) The piles shall be measured from the cut off level to the approved strata. The rate shall include cost for additional concrete (if any) towards bulb formation,wastage while concreting etc. c) The rate shall include cost of socketing in hard rock as shown in structural drawing. 'h) The quoted rates shall include cost towards breaking of pile heads etc.
2.01	600 dia piles M 40 Grade Concrete in ordinary soils, murrum, soft rock and occasionally Hard Rock Boulders at depths upto 30 m from pile cut-off level as per drawing	60	RM	-	-
3Empty Boring for Piling from Ground level to Cut off Level of the Piles
3.01	For 600 mm Dia Piles	10	RM	-	-
4	Filling over areas or plinth using Selected Earth obtained from excavation of foundation in layers complete all as per drawings and specifications as directed by Engineer-in-charge.	50	CuM	-	-
5	Providing, supplying and laying of Brick Soling with well burnt bricks including preparation of bed necessary with brick joints properly filled in and packed with powdered earth and including necessary cushion of similar material below the soling complete as per direction.Soling or dry pavement with one brick-on-edge laid in herring bone pattern (Thickness 125 mm) over consolidated base.	50	SqM	-	-
6	Providing and laying in position cement concrete of 1:2:4 (1 part cement, 2 parts Crushed sand, 4 parts graded stone aggregate of maximum size 20 mm) / M-15 Grade with minimum cement 320 Kg/m3 including consolidation, finishing curing etc. complete as per specificationsand drawings but excluding the cost of Form work shuttering, centering Complete.	25	CuM	-	-

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 • 3.69 MB

Work Item Documents

NIT.pdf

Tender Documents • 3.67 MB

InformationfromVendor.xls

Tender Documents • 0.10 MB

BOQ_975752.xls

BOQ • 2.78 MB

Corrigendum Documents

Corrigendum_01_T-1934.pdf

PDF • 1.48 MB

Ready to Participate?

Download all tender documents and submit your bid

Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .

Loading…

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Earth work excavation by mechanical means (Hydraulic excavator) / manual means in all types of soil other than soft and hard rock, dressing the sides of foundation, ramming of bottom etc. including shoring and dewatering (if necessary) and refilling with selected excavated earth in layers of not more than 500 mm thick, each layer well rammed and consolidated including disposing the surplus earth within a distance of 200 m all as per specifications including clearing Jungle, uprooting of vegetation, grass, etc. complete and as directed by the Engineer-in-charge
1.01	From 0.00 to 1.50 m depth from Average Ground Level	50	Cum	-	-
1.02	extra additional depth	20	Cum	-	-
2Forming vertical piles including initial test piles by boring through fill and all kinds of soils including hard murrum with gravel and chiselling through occasional boulders and soft / weathered / hard rock by continuous mud circulation technique and bailer boring / Rotary Drilling method as specified, including conducting Standard Penetration test on all piles in different levels as instructed by Engineer In Charge. The tremination of boring shall be done after cleraence from EIC, carting away the bored excavated soil/Muck shall be disposed outside the VECC campus at the own cost of contracting agency. Fixing reinforcement as per drawing, casting the piles with Specified grade concrete by tremie only, using graded stone aggregates of maximum size 20 mm, ordinary portland cement with a minimum cement content of 450 kg. per cubic metre of concrete and with water cement ratio including the water contained in the aggregates not exceeding 0.40, etc. all as specified. 'The Rate includes concreting a minimum of 600 mm above specified cut-off levels, cutting of piles at cut-off level specified including cost of all materials, admixtures, (approved super plasticisers), if used with the prior approval of engineer, labour, tools, excavation, dewatering by pumps or well points and also for cut-off chipping, all as required etc.excluding cost of Steel Reinforcement but including cost of boring with bentonite solution and temporary casing for appropriate length for setting out and removal of same complete. 'Note for piling works : 'a) The quoted rate shall be inclusive of mobilisation charges for erection and commission of all required machinery, equipments, piling rigs, casing pipes,cutting tools, cleaning bucket, materials, personnels, extra concrete above cut off level etc. at site and demobilisation on completion. No separate claims will be entertained due to variation in quantity of piles. b) The piles shall be measured from the cut off level to the approved strata. The rate shall include cost for additional concrete (if any) towards bulb formation,wastage while concreting etc. c) The rate shall include cost of socketing in hard rock as shown in structural drawing. 'h) The quoted rates shall include cost towards breaking of pile heads etc.
2.01	600 dia piles M 40 Grade Concrete in ordinary soils, murrum, soft rock and occasionally Hard Rock Boulders at depths upto 30 m from pile cut-off level as per drawing	60	RM	-	-
3Empty Boring for Piling from Ground level to Cut off Level of the Piles
3.01	For 600 mm Dia Piles	10	RM	-	-
4	Filling over areas or plinth using Selected Earth obtained from excavation of foundation in layers complete all as per drawings and specifications as directed by Engineer-in-charge.	50	CuM	-	-
5	Providing, supplying and laying of Brick Soling with well burnt bricks including preparation of bed necessary with brick joints properly filled in and packed with powdered earth and including necessary cushion of similar material below the soling complete as per direction.Soling or dry pavement with one brick-on-edge laid in herring bone pattern (Thickness 125 mm) over consolidated base.	50	SqM	-	-
6	Providing and laying in position cement concrete of 1:2:4 (1 part cement, 2 parts Crushed sand, 4 parts graded stone aggregate of maximum size 20 mm) / M-15 Grade with minimum cement 320 Kg/m3 including consolidation, finishing curing etc. complete as per specificationsand drawings but excluding the cost of Form work shuttering, centering Complete.	25	CuM	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Earth work excavation by mechanical means (Hydraulic excavator) / manual means in all types of soil other than soft and hard rock, dressing the sides of foundation, ramming of bottom etc. including shoring and dewatering (if necessary) and refilling with selected excavated earth in layers of not more than 500 mm thick, each layer well rammed and consolidated including disposing the surplus earth within a distance of 200 m all as per specifications including clearing Jungle, uprooting of vegetation, grass, etc. complete and as directed by the Engineer-in-charge

1.01

From 0.00 to 1.50 m depth from Average Ground Level

Cum

1.02

extra additional depth

Cum

2Forming vertical piles including initial test piles by boring through fill and all kinds of soils including hard murrum with gravel and chiselling through occasional boulders and soft / weathered / hard rock by continuous mud circulation technique and bailer boring / Rotary Drilling method as specified, including conducting Standard Penetration test on all piles in different levels as instructed by Engineer In Charge. The tremination of boring shall be done after cleraence from EIC, carting away the bored excavated soil/Muck shall be disposed outside the VECC campus at the own cost of contracting agency. Fixing reinforcement as per drawing, casting the piles with Specified grade concrete by tremie only, using graded stone aggregates of maximum size 20 mm, ordinary portland cement with a minimum cement content of 450 kg. per cubic metre of concrete and with water cement ratio including the water contained in the aggregates not exceeding 0.40, etc. all as specified. 'The Rate includes concreting a minimum of 600 mm above specified cut-off levels, cutting of piles at cut-off level specified including cost of all materials, admixtures, (approved super plasticisers), if used with the prior approval of engineer, labour, tools, excavation, dewatering by pumps or well points and also for cut-off chipping, all as required etc.excluding cost of Steel Reinforcement but including cost of boring with bentonite solution and temporary casing for appropriate length for setting out and removal of same complete. 'Note for piling works : 'a) The quoted rate shall be inclusive of mobilisation charges for erection and commission of all required machinery, equipments, piling rigs, casing pipes,cutting tools, cleaning bucket, materials, personnels, extra concrete above cut off level etc. at site and demobilisation on completion. No separate claims will be entertained due to variation in quantity of piles. b) The piles shall be measured from the cut off level to the approved strata. The rate shall include cost for additional concrete (if any) towards bulb formation,wastage while concreting etc. c) The rate shall include cost of socketing in hard rock as shown in structural drawing. 'h) The quoted rates shall include cost towards breaking of pile heads etc.

2.01

600 dia piles M 40 Grade Concrete in ordinary soils, murrum, soft rock and occasionally Hard Rock Boulders at depths upto 30 m from pile cut-off level as per drawing

3Empty Boring for Piling from Ground level to Cut off Level of the Piles

3.01

For 600 mm Dia Piles

Filling over areas or plinth using Selected Earth obtained from excavation of foundation in layers complete all as per drawings and specifications as directed by Engineer-in-charge.

CuM

Providing, supplying and laying of Brick Soling with well burnt bricks including preparation of bed necessary with brick joints properly filled in and packed with powdered earth and including necessary cushion of similar material below the soling complete as per direction.Soling or dry pavement with one brick-on-edge laid in herring bone pattern (Thickness 125 mm) over consolidated base.

SqM

Providing and laying in position cement concrete of 1:2:4 (1 part cement, 2 parts Crushed sand, 4 parts graded stone aggregate of maximum size 20 mm) / M-15 Grade with minimum cement 320 Kg/m3 including consolidation, finishing curing etc. complete as per specificationsand drawings but excluding the cost of Form work shuttering, centering Complete.

CuM