Tamil Nadu

Active

Works

Civil Works - Buildings

Construction of Revenue Divisional Officers Camp Office Cum Quarters at Kumbakonam in Thanjavur District

Public Works Department

Kumbakonam | Thanjavur, Tamil Nadu

Amount: ₹90.3 LCloses: 5 Oct 2026

Timeline

Published21 Sept 2026
Closes5 Oct 2026
Bid Opening6 Oct 2026

Tender Value

₹90.3 L

EMD Value

₹55,200

Closing Date

5 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 Revenue Divisional Officers Camp Office Cum Quarters at Kumbakonam in Thanjavur District

Tender Information

Tender ID

2026_PWD_706453_1

Reference Number

11-1/2026-2027

Tender Type

Open Tender

Product Category

Civil Works - Buildings

Form of Contract

Lump-sum

Period of Work

210 days

Location

Kumbakonam

Source Website

Subscribe to view

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

₹55,200

Important Dates

Last Activity

21 Sept 2026

Published

21 Sept 2026

Bid Opening

6 Oct 2026

Download Starts

21 Sept 2026

Download Ends

5 Oct 2026

Submission Starts

21 Sept 2026

Bill of Quantities

Item RateBoQ_Ver4.0INR

BoQ1 (96 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1	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.	372.5	M3	-	-
2	Earth work open excavation by manual means 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 excavated earth with a lead of 10 mts. within the compound in places shown by the departmental ofﬁcers and clearing and levelling the site, etc., complete complying with standard speciﬁcation and as direct-ed by the departmental ofﬁcers.	25	M3	-	-
3	Supplying and ﬁlling in foundation, basement, etc with conveyed earth in layers of not more than 150mm thick layers well watered, rammed with surface vibrator and consolidated including conveyance charges etc. complete complying with standard speciﬁcation and as directed by the departmental ofﬁcers.	41	M3	-	-
4	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.	44.15	M3	-	-
5	Supplying and FILLING GRAVEL Supplying and filling in 'foundation and basement with filling crushed stone sand in layers of not more than 15cm.thick well rammed watered and compacted -1m3 etc., complete complying with standard specification.	344	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.	24	M3	-	-
7	Cement Concrete 1:5:10 (One Cement, Five 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 curing etc. complete complying with standard specification Mixing by manuval means	20.85	M3	-	-
8Brick 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.
8.01	In cement mortar 1:5 Foundation and basement	49.5	M3	-	-
9Brick 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.

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 • 0.21 MB

Work Item Documents

RDOOFFICEKUMBAKOANCON.pdf

Tender Documents • 2.25 MB

BOQ_849055.xls

BOQ • 0.44 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 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.

372.5

Earth work open excavation by manual means 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 excavated earth with a lead of 10 mts. within the compound in places shown by the departmental ofﬁcers and clearing and levelling the site, etc., complete complying with standard speciﬁcation and as direct-ed by the departmental ofﬁcers.

Supplying and ﬁlling in foundation, basement, etc with conveyed earth in layers of not more than 150mm thick layers well watered, rammed with surface vibrator and consolidated including conveyance charges etc. complete complying with standard speciﬁcation and as directed by the departmental ofﬁcers.

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.

44.15

Supplying and FILLING GRAVEL Supplying and filling in 'foundation and basement with filling crushed stone sand in layers of not more than 15cm.thick well rammed watered and compacted -1m3 etc., complete complying with standard specification.

344

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.

Cement Concrete 1:5:10 (One Cement, Five 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 curing etc. complete complying with standard specification Mixing by manuval means

20.85

8Brick 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.

8.01

In cement mortar 1:5 Foundation and basement

49.5

9Brick 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.