Tamil Nadu

Active

Works

Civil Works - Buildings

ONE STOP CENTRE AT KANCHEEPURAM

Public Works Department

KANCHEEPURAM IN KANCHEEPURAM DISTRICT | Kanchipuram, Tamil Nadu

Amount: ₹53 LCloses: 28 Oct 2026

Tenderkart AI

Reads all tender documents

Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.

Timeline

Published9 Oct 2026
Closes28 Oct 2026
Bid Opening28 Oct 2026

Tender Value

₹53 L

EMD Value

₹37,000

Closing Date

28 Oct 2026, 3:00 pm

Tender Inviting Organisation

Name

SUPERINTENDING ENGINEER

Address

Office of the Superintending Engineer, PWD., Buildings C and M Circle, Vellore

Work Description

Construction of One Stop Centre building at Kancheepuram in Kancheepuram District

Tender Information

Tender ID

2026_PWD_711923_1

Reference Number

4/VLR-CLE/26-27/06.10.2026

Tender Type

Open Tender

Product Category

Civil Works - Buildings

Form of Contract

Lump-sum

Period of Work

150 days

Location

KANCHEEPURAM IN KANCHEEPURAM DISTRICT

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

RequiredPWD REGISTRATION AND LIVE CERTIFICATE, PARTNERSHIP DEED (.pdf)

RequiredLast Year Income Tax Return Filed (.pdf)

RequiredGST Registration and Last Month Paid Details (.pdf)

RequiredWork Experience Details (Similar Nature of Works) (.pdf)

RequiredTender Condition (.pdf)

RequiredGeneral Condition of Contract (.pdf)

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹0

EMD Fee Amount

₹37,000

Important Dates

Last Activity

9 Oct 2026

Published

9 Oct 2026

Bid Opening

28 Oct 2026

Download Starts

9 Oct 2026

Download Ends

28 Oct 2026

Submission Starts

9 Oct 2026

Bill of Quantities

Item RateBoQ_Ver4.0INR

BoQ1 (79 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.	101	Cu.m	-	-
2	Supplying and filling in foundation, basement, etc with filling Crushed Stone Sand (M-sand) and 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.	17	Cu.m	-	-
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.	61	Cu.m	-	-
4	Cement Concrete 1:5:10 (One Cement, Five M-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 and as directed by the departmental officers - mixing by manual means.	6	Cu.m	-	-
5	Cement Concrete 1:5:10 (One Cement, Five M-sand and Ten hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for Flooring 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 and as directed by the departmental officers - mixing by manual means.	6.6	Cu.m	-	-
6Brick work in Cement Mortar 1:5 (One Cement and Five M-Sand) using best quality Burnt Clay Brick of size 9" x 4 3/8" x 2 3/4" 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.
6.01	For Foundation and Basement	15.6	Cu.m	-	-
7Brick work in Cement Mortar 1:6 (One Cement and Six M-Sand) using best quality Burnt Clay Brick of size 9" x 4 3/8" x 2 3/4" 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.
7.01	For Superstructure In Ground Floor	18.5	Cu.m	-	-
7.02	For Superstructure In First Floor	20.5	Cu.m	-	-

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 • 0.08 MB

Work Item Documents

Documents_One_Stop_Centre_Kancheepuram.pdf

Tender Documents • 0.31 MB

General-Condition_One_Stop_Centre_Kancheepuram.pdf

Additional Documents • 1.16 MB

BOQ_855251.xls

BOQ • 0.42 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.

101

Cu.m

Supplying and filling in foundation, basement, etc with filling Crushed Stone Sand (M-sand) and 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.

Cu.m

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.

Cu.m

Cement Concrete 1:5:10 (One Cement, Five M-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 and as directed by the departmental officers - mixing by manual means.

Cu.m

Cement Concrete 1:5:10 (One Cement, Five M-sand and Ten hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for Flooring 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 and as directed by the departmental officers - mixing by manual means.

6.6

Cu.m

6Brick work in Cement Mortar 1:5 (One Cement and Five M-Sand) using best quality Burnt Clay Brick of size 9" x 4 3/8" x 2 3/4" 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.

6.01

For Foundation and Basement

15.6

Cu.m

7Brick work in Cement Mortar 1:6 (One Cement and Six M-Sand) using best quality Burnt Clay Brick of size 9" x 4 3/8" x 2 3/4" 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.

7.01

For Superstructure In Ground Floor

18.5

Cu.m

7.02

For Superstructure In First Floor

20.5

Cu.m