Tamil Nadu

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Works

Civil Works - Buildings

Construction of New Chakwie Rearing Building

Public Works Department

Manikandam | Tiruchirappalli, Tamil Nadu

Amount: ₹45.8 LCloses: 13 Oct 2026

Timeline

Published25 Sept 2026
Closes13 Oct 2026
Bid Opening13 Oct 2026

Tender Value

₹45.8 L

EMD Value

₹32,900

Closing Date

13 Oct 2026, 3:00 pm

Tender Inviting Organisation

Name

The Executive Engineer, PWD.,

Address

Buildings C and M Division, Trichy-17

Work Description

Construction of New Chakwie Rearing Building at Farmers Training Centre, Manikandam in Tiruchirappalli District

Tender Information

Tender ID

2026_PWD_708148_1

Reference Number

T2-01/2026-27

Tender Type

Open Tender

Product Category

Civil Works - Buildings

Form of Contract

Item Rate

Period of Work

150 days

Location

Manikandam

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 CONTRACTOR REGISTRATION AND CIVIL CONTRACTOR RENEWAL/LIVE CERTIFICATE (.pdf)

RequiredLAST YEAR INCOME TAX RETURN FILED (.pdf)

RequiredGST REGISTRATION AND LAST PAID DETAILS (.pdf)

RequiredWORK EXPERIENCE (.pdf)

RequiredE-TENDER DOCUMENTS AND GENERAL CONDITION OF CONTRACT (.pdf)

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹0

EMD Fee Amount

₹32,900

Important Dates

Last Activity

25 Sept 2026

Published

25 Sept 2026

Bid Opening

13 Oct 2026

Download Starts

25 Sept 2026

Download Ends

13 Oct 2026

Submission Starts

25 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (66 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.	130.5	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.	26	M3	-	-
3	Supplying and filling of 40mm guauge HBGS stone jelly for dispersion trench including loading conveying and unloading and as directed by the departmental officers etc. complete complying with standard specification.	3	M3	-	-
4	Supplying and filling of 20mm guauge HBGS stone jelly for dispersion trench including loading conveying and unloading and as directed by the departmental officers etc. complete complying with standard specification.	3	M3	-	-
5	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	10.6	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.	14.8	M3	-	-
8	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.	23.4	M3	-	-
9	Brick work in Cement Mortar 1:5 (One cement and five crushed stone sand ) using best quality Fly ash Brick of size 230x110x75mm 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.	34.1	M3	-	-
10Brick work in Cement Mortar 1:6 (One cement and six crushed stone sand ) using best quality Fly ash Brick of size 230x110x75mm with class designation of 7.5 conforming to IS 13757-1993 or IS 12894-2002 for 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.
10.1	for Superstructure in Ground Floor	26.4	M3	-	-

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 • 0.27 MB

Work Item Documents

TenderConditions.pdf

Tender Documents • 1.66 MB

BOQ_851041.xls

BOQ • 0.37 MB

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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.

130.5

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 of 40mm guauge HBGS stone jelly for dispersion trench including loading conveying and unloading and as directed by the departmental officers etc. complete complying with standard specification.

Supplying and filling of 20mm guauge HBGS stone jelly for dispersion trench including loading conveying and unloading and as directed by the departmental officers etc. complete complying with standard specification.

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

10.6

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.

14.8

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.

23.4

Brick work in Cement Mortar 1:5 (One cement and five crushed stone sand ) using best quality Fly ash Brick of size 230x110x75mm 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.

34.1

10Brick work in Cement Mortar 1:6 (One cement and six crushed stone sand ) using best quality Fly ash Brick of size 230x110x75mm with class designation of 7.5 conforming to IS 13757-1993 or IS 12894-2002 for 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.

10.1

for Superstructure in Ground Floor

26.4