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Construction of Office Building in State Coconut Nursery, Sengotai, Thenkasi District

Department of Horticulture and Plantation Crops

Sengotai, Thenkasi | Tenkasi, Tamil Nadu

Amount: ₹36.5 LCloses: 14 Oct 2026

Timeline

Published28 Sept 2026
Closes14 Oct 2026
Bid Opening14 Oct 2026

Tender Value

₹36.5 L

EMD Value

₹37,000

Closing Date

14 Oct 2026, 3:00 pm

Tender Inviting Organisation

Name

Managing Director, TANHODA, Chepauk, Chennai 5

Address

Managing Director, Tamil Nadu Horticulture Development Agency, 3rd floor, Agriculture Building Complex, Chepauk, Chennai-5

Work Description

Construction of Office Building in State Coconut Nursery, Sengotai, Thenkasi District

Tender Information

Tender ID

2026_TANHO_708544_1

Reference Number

FPM2/4639/2026

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Item Rate

Period of Work

150 days

Location

Sengotai, Thenkasi

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

9 documents required · 9 mandatory

Fee/PreQual/Technical

RequiredContractor registration certificate and Live registration certificate with Validity Period (.pdf)

RequiredAnnual Turnover and Income Tax filling verification certificate (.pdf)

RequiredWork Completion certificate or Experience Certificate (.pdf)

RequiredDegree Certificates, Experience Certificate and Consent letter of Technical persons to be employed (.pdf)

RequiredGST registration certificate and Latest 3 months GST clearance Certificate (.pdf)

RequiredCopy of PAN card and Aadhar Card (.pdf)

RequiredSigned copy of Technical Document (.pdf)

Finance

RequiredBOQ (.xls)

RequiredSigned copy of BOQ (.pdf)

Fee & Financial Details

Tender Fee Amount

₹0

EMD Fee Amount

₹37,000

Important Dates

Last Activity

28 Sept 2026

Published

28 Sept 2026

Bid Opening

14 Oct 2026

Download Starts

28 Sept 2026

Download Ends

14 Oct 2026

Submission Starts

28 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (55 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1	Earth work excavation for foundation by manual means for RR/Brick and Other step type footings for Load bearing structures 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.	132.61	Cum	-	-
2	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.	22.43	Cum	-	-
3	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.	93.56	Cum	-	-
4Plain 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
4.01	For Foundation and Basement	13.63	Cum	-	-
4.02	For Depth below 1.50 m upto 4. 50 m	5.32	Cum	-	-
5Brick work in following Cement Mortar using best quality Burnt Clay Brick of size 9" x 4 3/8" x 2 3/4" with class designation of 12.5 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	For Foundation and Basement	30.85	Cum	-	-
6Brick work in Cement mortar 1:6 using best quality of Country bricks of size 8 3/4" x 4-1/4" x 2-3/4" for Super structure including curing, etc., complete complying with standard specification
6.01	For s.s in G.F	23.94	Cum	-	-

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 • 0.18 MB

Work Item Documents

TechnicalbidTenkasi.pdf

Tender Documents • 0.89 MB

BOQ_851491.xls

BOQ • 0.28 MB

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Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

Earth work excavation for foundation by manual means for RR/Brick and Other step type footings for Load bearing structures 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.

132.61

Cum

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.

22.43

Cum

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.

93.56

Cum

4Plain 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

4.01

For Foundation and Basement

13.63

Cum

4.02

For Depth below 1.50 m upto 4. 50 m

5.32

Cum

5Brick work in following Cement Mortar using best quality Burnt Clay Brick of size 9" x 4 3/8" x 2 3/4" with class designation of 12.5 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

For Foundation and Basement

30.85

Cum

6Brick work in Cement mortar 1:6 using best quality of Country bricks of size 8 3/4" x 4-1/4" x 2-3/4" for Super structure including curing, etc., complete complying with standard specification

6.01

For s.s in G.F

23.94

Cum