Tamil Nadu

Active

Works

Civil Works - Buildings

Construction of 50 Bedded Critical Care Block at Siruvangur in Kallakurichi District

Public Works Department

Siruvangur | Kallakurichi, Tamil Nadu

Amount: ₹19.5 CrCloses: 28 Sept 2026Due tomorrow

Timeline

Published28 Aug 2026
Closes28 Sept 2026
Bid Opening28 Sept 2026

Tender Value

₹19.5 Cr

EMD Value

₹9.8 L

Closing Date

28 Sept 2026, 3:00 pmDue tomorrow

Tender Inviting Organisation

Name

The Superintending Engineer, PWD.,

Address

The Superintending Engineer, PWD., Buildings Construction and Maintenance Circle,Tiruvannamalai-4.

Work Description

Construction of 50 Bedded Critical Care Block in Government Medical College and Hospital Campus at Siruvangur in Kallakurichi District

Tender Information

Tender ID

2026_PWD_698474_1

Reference Number

2/TVM-CLE/26-27/1/ Dt.25.08.2026

Tender Type

Open Tender

Product Category

Civil Works - Buildings

Form of Contract

Lump-sum

Period of Work

450 days

Location

Siruvangur

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

14 documents required · 14 mandatory

Fee/PreQual/Technical

RequiredPWD REGISTRATION AND CONTRACTOR RENEWAL-LIVE CERTIFICATE (.pdf)

RequiredFIRM REGISTRATION, PARTNERSHIP DEED (.pdf)

RequiredINCOME TAX RETURN FOR LAST FIVE YEARS AND GST REGISTRATION WITH LAST MONTH PAID DETAILS (.pdf)

RequiredBALANCE SHEET,PROFIT AND LOSS STATEMENT SHOWING THE ANNUAL TURNOVER,SHARE CAPITAL FOR THE LAST 5 YRS (.pdf)

RequiredBANKERS, NETWORTH, ANUUAL TURNOVER CERTIFICATES AND INDEMNITY BOND (.pdf)

RequiredBANK OVER DRAFT (OR) CREDIT FACILITIES DETAILS IN ORIGINAL (.pdf)

RequiredMAJOR WORK EXECUTED AND SIMILAR NATURE OF WORK EXECUTED DETAILS AS FURNISHED IN THE PQ (.pdf)

RequiredTOOLS AND PLANTS, TECHINCAL PERSONAL DETAILS AS FURNISHED IN THE PQ (.pdf)

RequiredAFFIDAVIT F AND G AS FURNISHED IN THE PQ (.pdf)

RequiredFORM D2 AND D3 (.pdf)

RequiredOTHER DOCUMENTS AS FURNISHED IN THE PQ APPLICATION (.pdf)

RequiredPQ APPLICATION (.pdf)

Finance

RequiredTENDER DOCUMENTS AND GENERAL CONDITIONS OF CONTRACT (.pdf)

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹0

EMD Fee Amount

₹9.8 L

Important Dates

Last Activity

28 Aug 2026

Published

28 Aug 2026

Bid Opening

28 Sept 2026

Download Starts

28 Aug 2026

Download Ends

28 Sept 2026

Submission Starts

28 Aug 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (324 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.	173	Cu.m	-	-
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.. -for Footing Depth 2.40m to 3.30m.	3,567	Cu.m	-	-
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 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 Depth.	110	Cu.m	-	-
4	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.	271	Cu.m	-	-
5	Supplying and filling in foundation, basement, etc with filling stone dust 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.	992	Cu.m	-	-
6	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.	302	Cu.m	-	-
7	Cement Concrete 1:5:10 (One Cement, Five crushed stone sand and Ten hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick well rammed, consolidated and including curing etc. complete complying with standard specification and as directed by the departmental officers. -Mixing by Mechanical means	171	Cu.m	-	-
8Brick work in Cement Mortar 1:5 using best quality Fly ash Brick of size 230x110x70mm with class designation of 7.5 conforming to IS 13757-1993 or IS 12894-2002 for foundation and basement including Cost of Mortar Plasticizer, curing, etc., complete complying with standard specification and as directed by the departmental officers. Brickwork shall be done as per IS 2212-1991 adopting English Bond generally. Other type of bond shall be done as directed by the Executive Engineer in charge.
8.01	For Foundation and Basement	312	Cu.m	-	-
9Brick work in Cement Mortar 1:6 using best quality Fly ash Brick of size 230x110x70mm with class designation of 7.5 conforming to IS 13757-1993 or IS 12894-2002 for foundation and basement including Cost of Mortar Plasticizer, curing, etc., complete complying with standard specification and as directed by the departmental officers. Brickwork shall be done as per IS 2212-1991 adopting English Bond generally. Other type of bond shall be done as directed by the Executive Engineer in charge.

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 • 0.14 MB

Work Item Documents

Siruvangur50BeddedCC_PQ_draft.pdf

Additional Documents • 0.25 MB

SiruvangurDoc_GC.pdf

Tender Documents • 0.85 MB

BOQ_839593.xls

BOQ • 0.58 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

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.

173

Cu.m

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.. -for Footing Depth 2.40m to 3.30m.

3,567

Cu.m

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 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 Depth.

110

Cu.m

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.

271

Cu.m

Supplying and filling in foundation, basement, etc with filling stone dust 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.

992

Cu.m

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.

302

Cu.m

Cement Concrete 1:5:10 (One Cement, Five crushed stone sand and Ten hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick well rammed, consolidated and including curing etc. complete complying with standard specification and as directed by the departmental officers. -Mixing by Mechanical means

171

Cu.m

8Brick work in Cement Mortar 1:5 using best quality Fly ash Brick of size 230x110x70mm with class designation of 7.5 conforming to IS 13757-1993 or IS 12894-2002 for foundation and basement including Cost of Mortar Plasticizer, curing, etc., complete complying with standard specification and as directed by the departmental officers. Brickwork shall be done as per IS 2212-1991 adopting English Bond generally. Other type of bond shall be done as directed by the Executive Engineer in charge.

8.01

For Foundation and Basement

312

Cu.m

9Brick work in Cement Mortar 1:6 using best quality Fly ash Brick of size 230x110x70mm with class designation of 7.5 conforming to IS 13757-1993 or IS 12894-2002 for foundation and basement including Cost of Mortar Plasticizer, curing, etc., complete complying with standard specification and as directed by the departmental officers. Brickwork shall be done as per IS 2212-1991 adopting English Bond generally. Other type of bond shall be done as directed by the Executive Engineer in charge.