CPPP

Technical BO

Works

Civil Works - Buildings

Construction of Convention center building in Anupuram Township.

General Services Organisation (GSO)

Anupuram | Chengalpattu, Tamil Nadu

Amount: ₹31.1 CrCloses: 25 Jun 202618 Jun 2026Closed

Timeline

Published29 May 2026
Closed25 Jun 2026
Technical Evaluation29 Jun 2026
Award—

Bids

4 Bids19 Jun 2026

#	Company	Status
1	M/s. Ashok constructions Admitted-Fee/PreQual/Technical CMS ATS GSO KALPAKKAM 603 102 CHENGALPATTU DISTRICT TAMIL NADU \| CHENGALPATTU \| TAMIL NADU \| 603102	Admitted-Fee/PreQual/Technical
2	MKMS BUILDERS Admitted-Fee/PreQual/Technical	Admitted-Fee/PreQual/Technical
3	R.Krishnamurthy and Co Admitted-Fee/PreQual/Technical 2 E FRONT BLOCK 283 OLD NO 188 B P H ROAD KILPAUK CHENNAI 600010 \| CHENNAI \| TAMIL NADU \| 600010	Admitted-Fee/PreQual/Technical
4	SEKAR CONSTRUCTIONS Admitted-Fee/PreQual/Technical	Admitted-Fee/PreQual/Technical

Corrigenda

Corrigendum

2 updatesLatest on 16 Jun 2026Submission Ends:18 Jun 202625 Jun 2026

Date changes

Download Ends18 Jun 202625 Jun 2026Pre-Bid Meeting11 Jun 202612 Jun 2026Submission Ends18 Jun 202625 Jun 2026Bid Opening19 Jun 202629 Jun 2026

Tender Value

₹31.1 Cr

EMD Value

₹41.1 L

Closing Date

25 Jun 2026, 3:00 pmClosed

Tender Inviting Organisation

Name

Chief Engineer, CEG, GSO

Address

GSO Annex building, Kalpakkam - 603102

Work Description

Construction of Convention center building.

Tender Information

Tender ID

2026_GSO_909798_1

Reference Number

GSO/CTC/CEG/331/2026

Tender Type

Open Tender

Product Category

Civil Works - Buildings

Form of Contract

Item Rate

Period of Work

455 days

Location

Anupuram

Source Website

Subscribe to view

Eligibility / Pre-Qualification

As stipulated in NIT/tender

Documents Required

8 documents required · 8 mandatory

Fee/PreQual/Technical

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

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

RequiredPerformance certificates of similar class of work completed during last 7 years (.pdf)

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

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

RequiredTechnical bid and Forms A to I 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

₹41.1 L

Pre-Bid Meeting

Meeting Place

Room No. 318, GSO Annex building, Kalpakkam

Important Dates

Last Activity

19 Jun 2026

Published

29 May 2026

Bid Opening

29 Jun 2026

Download Starts

29 May 2026

Download Ends

25 Jun 2026

Submission Starts

12 Jun 2026

Clarification Period

30 May 2026 - 10 Jun 2026

Pre-Bid Meeting

12 Jun 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (162 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Earthwork excavation by mechanical means (Hydraulic excavator)/manual means for foundations, trenches, etc., not exceeding 1.5m in width or 10 sqm on plan in hard gravelly soil and other types of soil including bailing of water, if necessary, dressing of sides, levelling and ramming the bottom of trenches, refilling the sides of foundation as required with selected excavated earth and depositing/disposing the surplus earth (Disposed soil to be levelled by breaking clods, if any and neatly dressed) with lift upto 1.5m and within a lead of 200 metres, etc., all complete as per specifications and as directed.
0.0	All kinds of soil upto 1.50mtr depth	500	Cu.m	-	-
0.9	All kinds of soil exceeding 1.50 mtr depth but not exceeding 3.00 mtr depth	200	Cu.m	-	-
2Earthwork in open Excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) in all types of soil, mixture of gravel, disintegrated rock, hard stiff clay, soft rock, hard rock including bailing of water, if necessary, dressing of sides, shoring, benching, levelling and ramming the bottom surfaces, with lift as given below and disposal of excavated earth within a lead of 200 metres, etc., all complete as per specifications and as directed by the Engineer-in-Charge.
0.0	All kinds of soil - Upto 1.5 mtr depth from AGL	4,100	Cu.m	-	-
0.0	All kinds of soil exceeding 1.50 mtr depth but not exceeding 3.00 mtr depth	2,850	Cu.m	-	-
0.9	All kinds of soil - Exceeding 3.00 mtr depth but not exceeding 4.50 mtr depth	2,800	Cu.m	-	-
0.9	Ordinary/ soft rock exceeding 1.50 mtr. depth but not exceeding 3.0 mtr. depth	1,300	Cu.m	-	-
0.0	Ordinary/ soft rock exceeding 3.0 mtr. depth but not exceeding 4.50 mtr. depth	1,200	Cu.m	-	-
3	Excavating trenches of required width by mechanical means (Hydraulic excavator)/ manual means for pipes, cables etc., for depth upto 1.5m in all kinds of soil including excavation for sockets, dressing of sides, ramming of bottoms, getting out the excavated soil and then refilling the soil as required in layers not exceeding 200mm in depth, consolidating each deposited layer by ramming, watering etc., and disposing of surplus excavated soil as directed within a lead of 200m, (Disposed soil to be levelled by breaking clods, if any and neatly dressed) etc., all complete as per specification.	575	Cu.m	-	-

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.02 MB

Technical Bid Opening

tech_bid_open.pdf

PDF

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 • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 2.37 MB

Work Item Documents

CEG331FormofAgt.pdf

Tender Documents • 0.12 MB

CTC331Annexures2to5.pdf

Tender Documents • 0.11 MB

CEG331TechnicalBidFormsACDFGHI.xls

Tender Documents • 0.15 MB

SectionVI-Electrical-Specifications.pdf

Additional Documents • 7.35 MB

BOQ_956209.xls

BOQ • 1.02 MB

FinalCEG331PartI-Vol-II.pdf

Tender Documents • 3.99 MB

1-ARCH_1-SitePlan.pdf

Additional Documents • 1.15 MB

1-ARCH_2-FirstFloorPlan.pdf

Additional Documents • 0.74 MB

1-ARCH_3-Section.pdf

Additional Documents • 0.60 MB

1-ARCH_4-ReflectedFalseceiling-GF.pdf

Additional Documents • 0.82 MB

1-ARCH_5-ReflectedFalseceiling-FF.pdf

Additional Documents • 0.88 MB

1-ARCH_6-Catwalk.pdf

Additional Documents • 0.76 MB

1-ARCH_7-Elevation.pdf

Additional Documents • 0.74 MB

1-ARCH_8-GF-Plan-A.pdf

Additional Documents • 1.14 MB

1-ARCH_9-RoofPlan-Part-A.pdf

Additional Documents • 0.87 MB

2-Structural-drawings_1.SteelSpiralStaircaseDetails@BackStage.pdf

Additional Documents • 0.32 MB

2-Structural-drawings_2.LayoutandDetailsofFootingsandColumns.pdf

Additional Documents • 0.81 MB

2-Structural-drawings_3.LayoutandDetailsofPlinthBeams.pdf

Additional Documents • 0.62 MB

2-Structural-drawings_4.LayoutandDetailsofFloorBeams.pdf

Additional Documents • 0.67 MB

2-Structural-drawings_5.LayoutandDetailsofFloorBeams.pdf

Additional Documents • 0.48 MB

2-Structural-drawings_6.LayoutandDetailsofTieBeams.pdf

Additional Documents • 0.47 MB

2-Structural-drawings_7.LayoutandDetailsofSteelPlatforms.pdf

Additional Documents • 0.54 MB

3-Steel-Truss-Drawings_1.OverallLayoutofTrusses.pdf

Additional Documents • 0.39 MB

3-Steel-Truss-Drawings_10.LayoutandDetailofTruss-4.pdf

Additional Documents • 0.57 MB

3-Steel-Truss-Drawings_11.LayoutandDetailofTruss-6.pdf

Additional Documents • 0.63 MB

3-Steel-Truss-Drawings_12.LayoutandDetailofTruss-10.pdf

Additional Documents • 0.56 MB

3-Steel-Truss-Drawings_13.TypicalCrossSectionCurvedSection.pdf

Additional Documents • 0.15 MB

3-Steel-Truss-Drawings_2.OverallLayoutofTrusseswithCrossTies.pdf

Additional Documents • 0.69 MB

3-Steel-Truss-Drawings_3.TypicalDetailsforCrossTies.pdf

Additional Documents • 0.36 MB

3-Steel-Truss-Drawings_4.LayoutandDetailsofFrametoSupportCatWalk.pdf

Additional Documents • 0.59 MB

3-Steel-Truss-Drawings_5.LayoutandDetailofTruss-1.pdf

Additional Documents • 0.76 MB

3-Steel-Truss-Drawings_6.LayoutandDetailofTruss-2.pdf

Additional Documents • 0.61 MB

3-Steel-Truss-Drawings_7.LayoutandDetailofTruss-3.pdf

Additional Documents • 0.60 MB

3-Steel-Truss-Drawings_8.LayoutandDetailofTruss-9.pdf

Additional Documents • 0.58 MB

3-Steel-Truss-Drawings_9.LayoutandDetailofTruss-8.pdf

Additional Documents • 0.55 MB

4-Electrical-Drawings_1-ElectricalInstallation-ConduitEmbedmentLayout.pdf

Additional Documents • 0.61 MB

4-Electrical-Drawings_10.ElectricalInstallation-ConduitEmbedmentLayout.pdf

Additional Documents • 0.54 MB

4-Electrical-Drawings_11.ElectricalInstallation-ConduitEmbedmentLayout.pdf

Additional Documents • 0.32 MB

4-Electrical-Drawings_12.ElectricalInstallation-ConduitEmbedmentLayout.pdf

Additional Documents • 0.40 MB

4-Electrical-Drawings_13.ElectricalInstallation-ConduitEmbedmentLayout.pdf

Additional Documents • 1.19 MB

4-Electrical-Drawings_14.ElectricalInstallation-ConduitEmbedmentLayout.pdf

Additional Documents • 0.59 MB

4-Electrical-Drawings_15.ElectricalInstallation-ConduitEmbedmentLayout.pdf

Additional Documents • 0.79 MB

4-Electrical-Drawings_16.ElectricalInstallation-ConduitEmbedmentLayout.pdf

Additional Documents • 1.30 MB

4-Electrical-Drawings_17.Panels–SingleLineDiagram.pdf

Additional Documents • 0.38 MB

4-Electrical-Drawings_2.ElectricalInstallation-ConduitEmbedmentLayout.pdf

Additional Documents • 0.37 MB

4-Electrical-Drawings_3.ElectricalInstallation-ConduitEmbedmentLayout.pdf

Additional Documents • 0.10 MB

4-Electrical-Drawings_4.ElectricalInstallation-ConduitEmbedmentLayout.pdf

Additional Documents • 0.37 MB

4-Electrical-Drawings_5.Electrical Installation-ConduitEmbedmentLayout.pdf

Additional Documents • 0.24 MB

4-Electrical-Drawings_6.ElectricalInstallation-ConduitEmbedmentLayout.pdf

Additional Documents • 0.51 MB

4-Electrical-Drawings_7.ElectricalInstallation-ConduitEmbedmentLayout.pdf

Additional Documents • 0.35 MB

4-Electrical-Drawings_8.ElectricalInstallation-ConduitEmbedmentLayout.pdf

Additional Documents • 0.40 MB

4-Electrical-Drawings_9.ElectricalInstallation-ConduitEmbedmentLayout.pdf

Additional Documents • 0.14 MB

5-AC-Drawing_AC Duct layout - Convention Centre.pdf

Additional Documents • 0.37 MB

CEG331PartI-Vol-III.pdf

Tender Documents • 0.79 MB

FinalCEG331PartI-Vol-I.pdf

Tender Documents • 2.82 MB

Corrigendum Documents

corrigendum2.pdf

PDF • 0.06 MB

Corrigendum-1-331.pdf

PDF • 0.10 MB

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Company

M/s. Ashok constructions

Admitted-Fee/PreQual/Technical

CMS ATS GSO KALPAKKAM 603 102 CHENGALPATTU DISTRICT TAMIL NADU | CHENGALPATTU | TAMIL NADU | 603102

MKMS BUILDERS

Admitted-Fee/PreQual/Technical

R.Krishnamurthy and Co

Admitted-Fee/PreQual/Technical

2 E FRONT BLOCK 283 OLD NO 188 B P H ROAD KILPAUK CHENNAI 600010 | CHENNAI | TAMIL NADU | 600010

SEKAR CONSTRUCTIONS

Admitted-Fee/PreQual/Technical

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Earthwork excavation by mechanical means (Hydraulic excavator)/manual means for foundations, trenches, etc., not exceeding 1.5m in width or 10 sqm on plan in hard gravelly soil and other types of soil including bailing of water, if necessary, dressing of sides, levelling and ramming the bottom of trenches, refilling the sides of foundation as required with selected excavated earth and depositing/disposing the surplus earth (Disposed soil to be levelled by breaking clods, if any and neatly dressed) with lift upto 1.5m and within a lead of 200 metres, etc., all complete as per specifications and as directed.
0.0	All kinds of soil upto 1.50mtr depth	500	Cu.m	-	-
0.9	All kinds of soil exceeding 1.50 mtr depth but not exceeding 3.00 mtr depth	200	Cu.m	-	-
2Earthwork in open Excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) in all types of soil, mixture of gravel, disintegrated rock, hard stiff clay, soft rock, hard rock including bailing of water, if necessary, dressing of sides, shoring, benching, levelling and ramming the bottom surfaces, with lift as given below and disposal of excavated earth within a lead of 200 metres, etc., all complete as per specifications and as directed by the Engineer-in-Charge.
0.0	All kinds of soil - Upto 1.5 mtr depth from AGL	4,100	Cu.m	-	-
0.0	All kinds of soil exceeding 1.50 mtr depth but not exceeding 3.00 mtr depth	2,850	Cu.m	-	-
0.9	All kinds of soil - Exceeding 3.00 mtr depth but not exceeding 4.50 mtr depth	2,800	Cu.m	-	-
0.9	Ordinary/ soft rock exceeding 1.50 mtr. depth but not exceeding 3.0 mtr. depth	1,300	Cu.m	-	-
0.0	Ordinary/ soft rock exceeding 3.0 mtr. depth but not exceeding 4.50 mtr. depth	1,200	Cu.m	-	-
3	Excavating trenches of required width by mechanical means (Hydraulic excavator)/ manual means for pipes, cables etc., for depth upto 1.5m in all kinds of soil including excavation for sockets, dressing of sides, ramming of bottoms, getting out the excavated soil and then refilling the soil as required in layers not exceeding 200mm in depth, consolidating each deposited layer by ramming, watering etc., and disposing of surplus excavated soil as directed within a lead of 200m, (Disposed soil to be levelled by breaking clods, if any and neatly dressed) etc., all complete as per specification.	575	Cu.m	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Earthwork excavation by mechanical means (Hydraulic excavator)/manual means for foundations, trenches, etc., not exceeding 1.5m in width or 10 sqm on plan in hard gravelly soil and other types of soil including bailing of water, if necessary, dressing of sides, levelling and ramming the bottom of trenches, refilling the sides of foundation as required with selected excavated earth and depositing/disposing the surplus earth (Disposed soil to be levelled by breaking clods, if any and neatly dressed) with lift upto 1.5m and within a lead of 200 metres, etc., all complete as per specifications and as directed.

0.0

All kinds of soil upto 1.50mtr depth

500

Cu.m

0.9

All kinds of soil exceeding 1.50 mtr depth but not exceeding 3.00 mtr depth

200

Cu.m

2Earthwork in open Excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) in all types of soil, mixture of gravel, disintegrated rock, hard stiff clay, soft rock, hard rock including bailing of water, if necessary, dressing of sides, shoring, benching, levelling and ramming the bottom surfaces, with lift as given below and disposal of excavated earth within a lead of 200 metres, etc., all complete as per specifications and as directed by the Engineer-in-Charge.

0.0

All kinds of soil - Upto 1.5 mtr depth from AGL

4,100

Cu.m

0.0

All kinds of soil exceeding 1.50 mtr depth but not exceeding 3.00 mtr depth

2,850

Cu.m

0.9

All kinds of soil - Exceeding 3.00 mtr depth but not exceeding 4.50 mtr depth

2,800

Cu.m

0.9

Ordinary/ soft rock exceeding 1.50 mtr. depth but not exceeding 3.0 mtr. depth

1,300

Cu.m

0.0

Ordinary/ soft rock exceeding 3.0 mtr. depth but not exceeding 4.50 mtr. depth

1,200

Cu.m

Excavating trenches of required width by mechanical means (Hydraulic excavator)/ manual means for pipes, cables etc., for depth upto 1.5m in all kinds of soil including excavation for sockets, dressing of sides, ramming of bottoms, getting out the excavated soil and then refilling the soil as required in layers not exceeding 200mm in depth, consolidating each deposited layer by ramming, watering etc., and disposing of surplus excavated soil as directed within a lead of 200m, (Disposed soil to be levelled by breaking clods, if any and neatly dressed) etc., all complete as per specification.

575

Cu.m