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Civil Works - Buildings

Construction of Nurses staying and Rest Hall in Second Floor of Patient attenders waiting Hall Building in Government District Head Quarters Hospital at Kumbakonam in Thanjavur District

Public Works Department

Kumbakonam | Thanjavur, Tamil Nadu

Amount: ₹1.4 CrCloses: 29 Oct 2026

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Timeline

Published15 Oct 2026
Closes29 Oct 2026
Bid Opening30 Oct 2026

Tender Value

₹1.4 Cr

EMD Value

₹78,100

Closing Date

29 Oct 2026, 11:00 am

Tender Inviting Organisation

Name

Superintending Engineer

Address

Office of the Superintending Engineer, PWD., Building Construction and Maintenance Circle, Thanjavur-1

Work Description

Construction of Nurses staying and Rest Hall in Second Floor of Patient attenders waiting Hall Building in Government District Head Quarters Hospital at Kumbakonam in Thanjavur District

Tender Information

Tender ID

2026_PWD_713993_1

Reference Number

15-2026-2027

Tender Type

Open Tender

Product Category

Civil Works - Buildings

Form of Contract

Lump-sum

Period of Work

150 days

Location

Kumbakonam

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

6 documents required · 6 mandatory

Fee/PreQual/Technical/Finance

RequiredPWD Civil Registration Certificate and Renewal Certificate (.pdf)

RequiredATO Certificate with UDIN along with indemnity bond, Bankers Certificate,Networth Certificate (.pdf)

RequiredWork Experience certificate and technical assistant details (.pdf)

RequiredPAN,GST Registration ,GSTR3B for last three months and IT Statement for the years23-24,24-25,25-26 (.pdf)

RequiredTender Documents with Digital Signature (.pdf)

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹0

EMD Fee Amount

₹78,100

Important Dates

Last Activity

15 Oct 2026

Published

15 Oct 2026

Bid Opening

30 Oct 2026

Download Starts

15 Oct 2026

Download Ends

29 Oct 2026

Submission Starts

15 Oct 2026

Bill of Quantities

Item RateBoQ_Ver4.0INR

BoQ1 (66 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Dismantling, clearing away and carefully stacking materials useful for re-use for any thickness of walls
1.01	Dismantling RCC	0.73	M3	-	-
1.02	Dismantling plain Cement concrete	45	M3	-	-
2	Earth work excavation for foundation by manual means for Isolated, Combined and Other type foundations 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 10 mts and initial lift of 2.00mts. and clearing and levelling the site, etc., complete complying with standard speciﬁcation and as directed by the departmental ofﬁcers.	17.6	M3	-	-
3	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 manual means	17	M3	-	-
4	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.	54	M3	-	-
5Brick work in following Cement Mortar using best quality Burnt Clay Brick of size 8 3/4” x 4 1/4” x 2 1/4” with class designation of 7.5 conforming to IS 1077-1992 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.
5.01	Foundation and basement	15.64	M3	-	-
5.02	For Superstructure in Second floor	61	M3	-	-
5.03	For Superstructure in Third floor	46	M3	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.51 MB

Work Item Documents

BOQ_857759.xls

BOQ • 0.43 MB

kumbakonamcon.pdf

Tender Documents • 3.70 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Dismantling, clearing away and carefully stacking materials useful for re-use for any thickness of walls
1.01	Dismantling RCC	0.73	M3	-	-
1.02	Dismantling plain Cement concrete	45	M3	-	-
2	Earth work excavation for foundation by manual means for Isolated, Combined and Other type foundations 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 10 mts and initial lift of 2.00mts. and clearing and levelling the site, etc., complete complying with standard speciﬁcation and as directed by the departmental ofﬁcers.	17.6	M3	-	-
3	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 manual means	17	M3	-	-
4	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.	54	M3	-	-
5Brick work in following Cement Mortar using best quality Burnt Clay Brick of size 8 3/4” x 4 1/4” x 2 1/4” with class designation of 7.5 conforming to IS 1077-1992 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.
5.01	Foundation and basement	15.64	M3	-	-
5.02	For Superstructure in Second floor	61	M3	-	-
5.03	For Superstructure in Third floor	46	M3	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Dismantling, clearing away and carefully stacking materials useful for re-use for any thickness of walls

1.01

Dismantling RCC

0.73

1.02

Dismantling plain Cement concrete

Earth work excavation for foundation by manual means for Isolated, Combined and Other type foundations 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 10 mts and initial lift of 2.00mts. and clearing and levelling the site, etc., complete complying with standard speciﬁcation and as directed by the departmental ofﬁcers.

17.6

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 manual means

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.

5Brick work in following Cement Mortar using best quality Burnt Clay Brick of size 8 3/4” x 4 1/4” x 2 1/4” with class designation of 7.5 conforming to IS 1077-1992 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.

5.01

Foundation and basement

15.64

5.02

For Superstructure in Second floor

5.03

For Superstructure in Third floor