Tender ID

CPPP

Active

Works

Civil Works

Retrofitting and Special repair works for various laboratory building in IGCAR, Kalpakkam during the year 2026-2027.

Indira Gandhi Centre for Atomic Research

Kalpakkam | Chengalpattu, Tamil Nadu

Amount: ₹63.4 LCloses: 18 Nov 20266d left

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Timeline

Published5 Nov 2026
Closes18 Nov 2026
Bid Opening19 Nov 2026

Tender Value

₹63.4 L

EMD Value

₹1.3 L

Closing Date

18 Nov 2026, 11:30 am6d left

Tender Inviting Organisation

Name

Chief Engineer, CEG

Address

Room No. 222, CDO Building, Indira Gandhi Centre for Atomic Research, Kalpakkam - 603102.

Work Description

Retrofitting and Special repair works for various laboratory building in IGCAR, Kalpakkam during the year 2026-2027.

Tender Information

Tender ID

2026_IGCAR_932933_1

Reference Number

CEG/IGC/2247/2026

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Works

Period of Work

365 days

Location

Kalpakkam

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

8 documents required · 8 mandatory

Fee/PreQual/Technical

RequiredOriginal DD / BC / PO or FDR of any Scheduled Bank against EMD (.pdf)

RequiredTurnover on works for last seven years certified by CA and Latest Bank Solvency (.pdf)

RequiredPerformance and completion certificate of similar class of work completed during last 7 years (.pdf)

RequiredRegistration certificates EPFO, ESIC, GSTIN and PAN (.pdf)

RequiredForm of Agreement and Annexure 2 to 4 (Originals submitted during the period of verification) (.pdf)

RequiredForms A to G to be filled and uploaded (.xls)

RequiredAny other documents (Company registration related documents, P and L statement with Form 26AS) (.rar)

Finance

RequiredPart II Financial bid (.xls)

Fee & Financial Details

Tender Fee Amount

₹0

EMD Fee Amount

₹1.3 L

Important Dates

Last Activity

5 Nov 2026

Published

5 Nov 2026

Bid Opening

19 Nov 2026

Download Starts

5 Nov 2026

Download Ends

18 Nov 2026

Submission Starts

6 Nov 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (48 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Earthwork excavation by mechanical means (Hydraulic excavator) for foundation, substructures, plinth beam, cess pits & trenches, all kinds of foundation etc., in all types of soil like hard gravelly soil, sandy soil for the following depth from average ground level upto the required founding level, line and grades in both dry and wet conditions including shoring, strutting, bailing out of water if necessary, levelling and ramming the bottom of trenches, dressing of sides, stacking the excavated materials away from the edge of trenches, refilling the sides of foundation as required with selected excavated earth and depositing / disposing the surplus excavated earth (Disposed soil to be leveled by breaking clods, if any and neatly dressed and leveled) within the lead specified below all complete as per specifications and as directed by the Engineer-in-Charge.
1.01	All kinds of soil with depth upto 1.5m below average Ground level and disposing surplus excavated earth upto a lead of 50 metres.	200	Cu.m.	-	-
1.02	All kinds of soil with depth exceeding 1.5m but not exceeding 3m below average Ground level and disposing surplus excavated earth upto a lead of 50 metres.	37.5	Cu.m.	-	-
1.03	All kinds of soil with depth exceeding 3m but not exceeding 4.5m below average Ground level and disposing surplus excavated earth upto a lead of 50 metres.	12.5	Cu.m.	-	-
2	Providing gravel/murram backing/filling 75mm thick or 100mm thick (consolidated thickness) as per Engineer-in-Charge requirement for underfloor/plinth beam or as specified by Engineer, including spreading gravel in uniform layers, watering, ramming, consolidating by hand/mechanical roller, dressing the top surface to the required level complete all as per specifications and as directed by the Engineer-in-Charge.	100	Cu.m.	-	-
3	Clearing light jungle area of all kinds of shrubs, bulb weeds, grass, small plants, branches including cutting all unwanted plants, branches, twigs, wild growth, thorny leaves etc. complete, and disposing the same as place specified by Engineer, transporting at contractors own cost complete all as directed by the Engineer-in-Charge. Note: The unwanted cut bulb weeds, wild grass, unwanted vegetation are to be periodically collected and transported to dumping yard. During execution period any damages shall be rectified to the original at contractor cost. The measurement for payment shall be taken prior to cut the jungle and as directed by the Engineer-in-Charge. The rate shall include the cost of labour, transportation, loading, and unloading at dumpyard or place as directed by Engineer-in-Charge.	100	Sq.m.	-	-
4	Providing and erecting system for dewatering and drainage of water as from site to main drain so as to retain the excavated formation dry for the duration required by the Engineer-in-Charge including cost of all equipment’s, consumables, site protection etc. all as per specification and as directed by the Engineer-in-Charge.	835	kWH	-	-
5	Dismantling Plain Cement concrete by manually / by mechanical means at all levels, carefully without damaging adjacent structures including disposal of debris with 50m lead, labour, tools required etc. complete in all respects as per specifications and directed by the Engineer-in-charge.	1	Cu.m.	-	-
6	Dismantling of RCC works at all levels by manually / by mechanical means, including Cutting and stacking of steel reinforcement bars and disposal of unserviceable materials within 50m lead as per specifications and directed by the Engineer-in-charge.	1.5	Cu.m.	-	-
7	Dismantling brick work in cement mortar at all levels by manually / by mechanical means, carefully without damaging adjacent structures including stacking of serviceable materials and disposal of unserviceable materials within 50m lead all as per specifications and directed by the Engineer-in-charge.	36	Cu.m.	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.48 MB

Work Item Documents

2247technicalbid.pdf

Tender Documents • 2.96 MB

BOQ_980402.xls

BOQ • 0.36 MB

2247Undertakingsandformoftender.pdf

Tender Documents • 0.22 MB

2247FormsACDFGHforfillinganduploading.xls

Tender Documents • 0.08 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Earthwork excavation by mechanical means (Hydraulic excavator) for foundation, substructures, plinth beam, cess pits & trenches, all kinds of foundation etc., in all types of soil like hard gravelly soil, sandy soil for the following depth from average ground level upto the required founding level, line and grades in both dry and wet conditions including shoring, strutting, bailing out of water if necessary, levelling and ramming the bottom of trenches, dressing of sides, stacking the excavated materials away from the edge of trenches, refilling the sides of foundation as required with selected excavated earth and depositing / disposing the surplus excavated earth (Disposed soil to be leveled by breaking clods, if any and neatly dressed and leveled) within the lead specified below all complete as per specifications and as directed by the Engineer-in-Charge.
1.01	All kinds of soil with depth upto 1.5m below average Ground level and disposing surplus excavated earth upto a lead of 50 metres.	200	Cu.m.	-	-
1.02	All kinds of soil with depth exceeding 1.5m but not exceeding 3m below average Ground level and disposing surplus excavated earth upto a lead of 50 metres.	37.5	Cu.m.	-	-
1.03	All kinds of soil with depth exceeding 3m but not exceeding 4.5m below average Ground level and disposing surplus excavated earth upto a lead of 50 metres.	12.5	Cu.m.	-	-
2	Providing gravel/murram backing/filling 75mm thick or 100mm thick (consolidated thickness) as per Engineer-in-Charge requirement for underfloor/plinth beam or as specified by Engineer, including spreading gravel in uniform layers, watering, ramming, consolidating by hand/mechanical roller, dressing the top surface to the required level complete all as per specifications and as directed by the Engineer-in-Charge.	100	Cu.m.	-	-
3	Clearing light jungle area of all kinds of shrubs, bulb weeds, grass, small plants, branches including cutting all unwanted plants, branches, twigs, wild growth, thorny leaves etc. complete, and disposing the same as place specified by Engineer, transporting at contractors own cost complete all as directed by the Engineer-in-Charge. Note: The unwanted cut bulb weeds, wild grass, unwanted vegetation are to be periodically collected and transported to dumping yard. During execution period any damages shall be rectified to the original at contractor cost. The measurement for payment shall be taken prior to cut the jungle and as directed by the Engineer-in-Charge. The rate shall include the cost of labour, transportation, loading, and unloading at dumpyard or place as directed by Engineer-in-Charge.	100	Sq.m.	-	-
4	Providing and erecting system for dewatering and drainage of water as from site to main drain so as to retain the excavated formation dry for the duration required by the Engineer-in-Charge including cost of all equipment’s, consumables, site protection etc. all as per specification and as directed by the Engineer-in-Charge.	835	kWH	-	-
5	Dismantling Plain Cement concrete by manually / by mechanical means at all levels, carefully without damaging adjacent structures including disposal of debris with 50m lead, labour, tools required etc. complete in all respects as per specifications and directed by the Engineer-in-charge.	1	Cu.m.	-	-
6	Dismantling of RCC works at all levels by manually / by mechanical means, including Cutting and stacking of steel reinforcement bars and disposal of unserviceable materials within 50m lead as per specifications and directed by the Engineer-in-charge.	1.5	Cu.m.	-	-
7	Dismantling brick work in cement mortar at all levels by manually / by mechanical means, carefully without damaging adjacent structures including stacking of serviceable materials and disposal of unserviceable materials within 50m lead all as per specifications and directed by the Engineer-in-charge.	36	Cu.m.	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Earthwork excavation by mechanical means (Hydraulic excavator) for foundation, substructures, plinth beam, cess pits & trenches, all kinds of foundation etc., in all types of soil like hard gravelly soil, sandy soil for the following depth from average ground level upto the required founding level, line and grades in both dry and wet conditions including shoring, strutting, bailing out of water if necessary, levelling and ramming the bottom of trenches, dressing of sides, stacking the excavated materials away from the edge of trenches, refilling the sides of foundation as required with selected excavated earth and depositing / disposing the surplus excavated earth (Disposed soil to be leveled by breaking clods, if any and neatly dressed and leveled) within the lead specified below all complete as per specifications and as directed by the Engineer-in-Charge.

1.01

All kinds of soil with depth upto 1.5m below average Ground level and disposing surplus excavated earth upto a lead of 50 metres.

200

Cu.m.

1.02

All kinds of soil with depth exceeding 1.5m but not exceeding 3m below average Ground level and disposing surplus excavated earth upto a lead of 50 metres.

37.5

Cu.m.

1.03

All kinds of soil with depth exceeding 3m but not exceeding 4.5m below average Ground level and disposing surplus excavated earth upto a lead of 50 metres.

12.5

Cu.m.

Providing gravel/murram backing/filling 75mm thick or 100mm thick (consolidated thickness) as per Engineer-in-Charge requirement for underfloor/plinth beam or as specified by Engineer, including spreading gravel in uniform layers, watering, ramming, consolidating by hand/mechanical roller, dressing the top surface to the required level complete all as per specifications and as directed by the Engineer-in-Charge.

100

Cu.m.

Clearing light jungle area of all kinds of shrubs, bulb weeds, grass, small plants, branches including cutting all unwanted plants, branches, twigs, wild growth, thorny leaves etc. complete, and disposing the same as place specified by Engineer, transporting at contractors own cost complete all as directed by the Engineer-in-Charge. Note: The unwanted cut bulb weeds, wild grass, unwanted vegetation are to be periodically collected and transported to dumping yard. During execution period any damages shall be rectified to the original at contractor cost. The measurement for payment shall be taken prior to cut the jungle and as directed by the Engineer-in-Charge. The rate shall include the cost of labour, transportation, loading, and unloading at dumpyard or place as directed by Engineer-in-Charge.

100

Sq.m.

Providing and erecting system for dewatering and drainage of water as from site to main drain so as to retain the excavated formation dry for the duration required by the Engineer-in-Charge including cost of all equipment’s, consumables, site protection etc. all as per specification and as directed by the Engineer-in-Charge.

835

kWH

Dismantling Plain Cement concrete by manually / by mechanical means at all levels, carefully without damaging adjacent structures including disposal of debris with 50m lead, labour, tools required etc. complete in all respects as per specifications and directed by the Engineer-in-charge.

Cu.m.

Dismantling of RCC works at all levels by manually / by mechanical means, including Cutting and stacking of steel reinforcement bars and disposal of unserviceable materials within 50m lead as per specifications and directed by the Engineer-in-charge.

1.5

Cu.m.

Dismantling brick work in cement mortar at all levels by manually / by mechanical means, carefully without damaging adjacent structures including stacking of serviceable materials and disposal of unserviceable materials within 50m lead all as per specifications and directed by the Engineer-in-charge.

Cu.m.