Tamil Nadu

Active

Works

Civil Works - Buildings

Government College, Muthupettai

Higher Education

Thiruvarur, Tamil Nadu

Amount: ₹17 CrCloses: 10 Nov 2026

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Timeline

Published9 Oct 2026
Closes10 Nov 2026
Bid Opening11 Nov 2026

Tender Value

₹17 Cr

EMD Value

₹8.6 L

Closing Date

10 Nov 2026, 3:00 pm

Tender Inviting Organisation

Name

The Chief Engineer, PWD

Address

O/o Chief Engineer,PWD, Projects, Chennai-05.

Work Description

ConstructionofPermanentBuildingforGovernmentArtsandScienceCollegeatMuthupettai in Thiruvarur District.

Tender Information

Tender ID

2026_HE_712346_1

Reference Number

14CE/2026-27

Tender Type

Open Tender

Product Category

Civil Works - Buildings

Form of Contract

Lump-sum

Period of Work

450 days

Location

Thiruvarur

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

11 documents required · 11 mandatory

Fee/PreQual/Technical

RequiredRegistration With Live Certificate (.pdf)

RequiredGST-3B Last three months (.pdf)

RequiredITR-Last Five Years (.pdf)

RequiredBankers certificate, Networth Certificate, Annual Turnover, Indemnity bond. (.pdf)

RequiredWorking Capital ( Bank OD Facililities / CC) (.pdf)

RequiredTools and Plants, Machineries (.pdf)

RequiredTechnical Person (.pdf)

RequiredSigned Tender Conditions and Documents (.pdf)

RequiredMajor and Similar Nature of Work Experience Certificate (.pdf)

Finance

RequiredSigned Tender Documents and Conditions (.pdf)

RequiredBoQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹0

EMD Fee Amount

₹8.6 L

Important Dates

Last Activity

9 Oct 2026

Published

9 Oct 2026

Bid Opening

11 Nov 2026

Download Starts

9 Oct 2026

Download Ends

10 Nov 2026

Submission Starts

9 Oct 2026

Bill of Quantities

Item RateBoQ_Ver4.0INR

BoQ1 (273 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1	Earth work excavation for foundation by Mechanical means for Isolated & Combined Footing etc in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the departmental officers with an initial lead of 100 mts and clearing and levelling including dressing of sides and raming of bottoms etc., complete complying with standard specification and as directed by the departmental officers.- Upto 2.40m Footing Depth. Data worked out for 48 m3 per day/8 hrs.	4,372.12	M³	-	-
2	Earth work excavation for foundation by Mechanical means for Isolated & Combined Footing etc in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the departmental officers with an initial lead of 100 mts and clearing and levelling including dressing of sides and raming of bottoms at the site, etc., complete complying with standard specification and as directed by the departmental officers.	947	M³	-	-
3	Earth work Open excavation by Mechanical Means for Open Earthwork in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting in- clusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the departmental officers with an initial lead of 100 mts and clearing and levelling including dressing of sides and raming of bottoms etc., complete complying with standard specification and as directed by the departmental officers. A). Upto 2.40m Depth. Data worked out for 64 m3 per day/8 hrs.	277	M³	-	-
4	Earth work Open excavation by Mechanical Means for Open Earthwork in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting in- clusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the departmental officers with an initial lead of 100 mts and clearing and levelling including dressing of sides and raming of bottoms etc., complete complying with standard specification and as directed by the departmental officers. Above 2.40m Depth.	56	M³	-	-
5	Refilling with excavated earth other than sand with an initial head load of 100 mts. and depositing the earth as shown by the departmental officers in layers of not more than 15cm thick well rammed with surface vibrator, watered and consolidated etc., complete complying with standard specification and as directed by the departmental officers.	2,095	M³	-	-
6	Supplying and filling in foundation, basement, etc with filling Crushed Stone sand in layers of not more than 15 cm thick well watered, rammed and consolidated etc. complete complying with standard specification and as directed by the departmental officers.	469.2	M³	-	-
7	Supplying and filling in foundation, basement, etc with Sand Gravel mix in ratio of 1:3 in layers of not more than 15cm thick thoroughly mixed, well watered, rammed with surface vibrator and consolidated etc. complete complying with standard specification and as directed by the departmental officers.	12.66	M³	-	-
8	Supply and filling in foundation and basement with Gravel in layers of not more than 15cm.thick well rammed watered and compacted with surface vibrator, watered and consolidated etc. complete complying with standard specification and as directed by the departmental officers.	1,583.77	M³	-	-
9Supplying and filling of ISS Metal of following sizes in dispersion trench around the stoneware pipe or in the leach pit or sock pit or recharge pit the required thickness as directed by the Departmental Officers etc. complete.
9.01	40mm ISS Metal	9.6	M³	-	-

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 • 0.11 MB

Work Item Documents

BOQ_855710.xls

BOQ • 0.49 MB

MuthupettaiCover1.pdf

Tender Documents • 1.00 MB

MuthupettaiCover2.pdf

Tender Documents • 2.52 MB

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Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

Earth work excavation for foundation by Mechanical means for Isolated & Combined Footing etc in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the departmental officers with an initial lead of 100 mts and clearing and levelling including dressing of sides and raming of bottoms etc., complete complying with standard specification and as directed by the departmental officers.- Upto 2.40m Footing Depth. Data worked out for 48 m3 per day/8 hrs.

4,372.12

M³

Earth work excavation for foundation by Mechanical means for Isolated & Combined Footing etc in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the departmental officers with an initial lead of 100 mts and clearing and levelling including dressing of sides and raming of bottoms at the site, etc., complete complying with standard specification and as directed by the departmental officers.

947

M³

Earth work Open excavation by Mechanical Means for Open Earthwork in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting in- clusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the departmental officers with an initial lead of 100 mts and clearing and levelling including dressing of sides and raming of bottoms etc., complete complying with standard specification and as directed by the departmental officers. A). Upto 2.40m Depth. Data worked out for 64 m3 per day/8 hrs.

277

M³

Refilling with excavated earth other than sand with an initial head load of 100 mts. and depositing the earth as shown by the departmental officers in layers of not more than 15cm thick well rammed with surface vibrator, watered and consolidated etc., complete complying with standard specification and as directed by the departmental officers.

2,095

M³

Supplying and filling in foundation, basement, etc with filling Crushed Stone sand in layers of not more than 15 cm thick well watered, rammed and consolidated etc. complete complying with standard specification and as directed by the departmental officers.

469.2

M³

Supplying and filling in foundation, basement, etc with Sand Gravel mix in ratio of 1:3 in layers of not more than 15cm thick thoroughly mixed, well watered, rammed with surface vibrator and consolidated etc. complete complying with standard specification and as directed by the departmental officers.

12.66

M³

Supply and filling in foundation and basement with Gravel in layers of not more than 15cm.thick well rammed watered and compacted with surface vibrator, watered and consolidated etc. complete complying with standard specification and as directed by the departmental officers.

1,583.77

M³

9Supplying and filling of ISS Metal of following sizes in dispersion trench around the stoneware pipe or in the leach pit or sock pit or recharge pit the required thickness as directed by the Departmental Officers etc. complete.

9.01

40mm ISS Metal

9.6

M³