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Repair and Restoration works of All sannathis,Mandabam,Entrance Rajagopuram,Construction of Compound wall and Provide Cut stone flooring at Pragaram Arulmigu Nayanavaratheshwarar Temple, Kankoduththavanitham Village,Koothanallur Taluk thiruvarur Dist

Hindu Religious and Charitable Endowments

Arulmigu Nayanavaratheshwarar Temple, Koothanallur | Thiruvarur, Tamil Nadu

Amount: ₹1.7 CrCloses: 5 Oct 2026

Timeline

Published18 Sept 2026
Closes5 Oct 2026
Bid Opening6 Oct 2026

Corrigenda

Corrigendum

1 updatesLatest on 21 Sept 2026

Tender Value

₹1.7 Cr

EMD Value

₹93,700

Closing Date

5 Oct 2026, 5:00 pm

Tender Inviting Organisation

Name

Executive Officer

Address

Arulmigu Nayanavaratheshwarar Temple, Kankoduththavanitham Village,Koothanallur Taluk thiruvarur Dist

Work Description

Repair and Restoration works of All sannathis,Mandabam,Entrance Rajagopuram,Construction of Compound wall and Provide Cut stone flooring at Pragaram Arulmigu Nayanavaratheshwarar Temple, Kankoduththavanitham Village,Koothanallur Taluk thiruvarur Dist

Tender Information

Tender ID

2026_HRCE_705276_1

Reference Number

01-L-NVS-2026

Tender Type

Open Tender

Product Category

Civil Works - Others

Form of Contract

Item Rate

Period of Work

365 days

Location

Arulmigu Nayanavaratheshwarar Temple, Koothanallur

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

6 documents required · 6 mandatory

Fee/PreQual/Technical/Finance

Requiredcontractor Registration and Live certificate,HRCEApproved Sthapathy willingness certificate and live (.pdf)

RequiredGST Registration and GST Last month Statement and Incometax Statement(Last year) (.pdf)

RequiredBankers certificate,Net worth certificate from C.A,Annual turnover certificate from C.A (.pdf)

RequiredTender Condition,Technical Assistants(B.E civil-2Nos D.C.E-3 Nos with Letter) (.pdf)

RequiredBidders maybe mandated for self certification for the site visit (.pdf)

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹0

EMD Fee Amount

₹93,700

Important Dates

Last Activity

18 Sept 2026

Published

18 Sept 2026

Bid Opening

6 Oct 2026

Download Starts

18 Sept 2026

Download Ends

5 Oct 2026

Submission Starts

18 Sept 2026

Clarification Period

18 Sept 2026 - 5 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (36 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1	Earth work excavation for foundation (for narrow excavation) 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 mts. and clearing and levelling the site, etc., complete complying with standard specification	100	Cum	237.58	₹23,758
2	Earth work open excavation 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.	320	Cum	110.05	₹35,216
3	Supplying and filling in foundation, basement, etc with filling 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.	305	Cum	2,575.05	₹7,85,390.25
4	Cement concrete 1:5:10 (One of cement five of sand and ten of HBG jelly )for foundation using 40mm gauge HBG jelly inclusive of shoring strutting and baling out water where ever necessary ramming curing etc.,complete in respects complying with relevant St	15	Cum	6,290.66	₹94,359.9
5Supplying and erecting centering for sides and soffits including necessary supports and strutting upto 3.29 M height for plane surfaces as detailed below in all floors with all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened with welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at abote 90 cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm centre to centre etc. complete complying with the standard specificaiton. (Payment for centering shall be given after the concrete is laid)
5.01	For foundation	115	sqm	710.9	₹81,753.5
5.02	Column centering	55	Sqm	1,406.43	₹77,353.65
6Providing and laying position,Standardised concrete mi M-20 Grade in accordance with IS :456-2000,using 20mm and down graded hard brocken granite stone jelly for all Rcc items of works with minimum cement content of 3250 kg/cum and maximum water cement ratio of 0.55,inculding admiture (plasticiser / super plasticiser) in recommended proportions as per IS:9103 to accelerate, retart setting of concrete, improve workablity without imparing strengh and durability with about (5 cum)7730 kg. of 20mm machine crushed stone jelly and with about (3.3 cu.m)5156 kg of 10-12 mm machine crushed stone jelly and with about(4.79 cu.m)7670 kg of Sand ,but eculding cost of reinforcement grill and fabricating charges,centering and shuttering and also inculding laying, vibrating with mechanical vibrtors,finishing,curing,etc,complete complying with standred specification and ass directed by the departmentel officers.the coarse and fine aggregates to be used shoul comply with the requirments of IS standreds.(No separate payment will be made by the Department for the excess usage of materials.)
6.01	Foundation and Basement	23.35	Cum	8,844.08	₹2,06,526.96
6.02	For Ground floor	4	Cum	8,985.15	₹35,940.6

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.25 MB

Work Item Documents

tendercondition.pdf

Tender Documents • 1.01 MB

BOQ_847743.xls

BOQ • 0.28 MB

Corrigendum Documents

corrigendumone.pdf

PDF • 0.41 MB

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Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

Earth work excavation for foundation (for narrow excavation) 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 mts. and clearing and levelling the site, etc., complete complying with standard specification

100

Cum

237.58

₹23,758

Earth work open excavation 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.

320

Cum

110.05

₹35,216

Supplying and filling in foundation, basement, etc with filling 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.

305

Cum

2,575.05

₹7,85,390.25

Cement concrete 1:5:10 (One of cement five of sand and ten of HBG jelly )for foundation using 40mm gauge HBG jelly inclusive of shoring strutting and baling out water where ever necessary ramming curing etc.,complete in respects complying with relevant St

Cum

6,290.66

₹94,359.9

5Supplying and erecting centering for sides and soffits including necessary supports and strutting upto 3.29 M height for plane surfaces as detailed below in all floors with all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened with welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at abote 90 cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm centre to centre etc. complete complying with the standard specificaiton. (Payment for centering shall be given after the concrete is laid)

5.01

For foundation

115

sqm

710.9

₹81,753.5

5.02

Column centering

Sqm

1,406.43

₹77,353.65

6Providing and laying position,Standardised concrete mi M-20 Grade in accordance with IS :456-2000,using 20mm and down graded hard brocken granite stone jelly for all Rcc items of works with minimum cement content of 3250 kg/cum and maximum water cement ratio of 0.55,inculding admiture (plasticiser / super plasticiser) in recommended proportions as per IS:9103 to accelerate, retart setting of concrete, improve workablity without imparing strengh and durability with about (5 cum)7730 kg. of 20mm machine crushed stone jelly and with about (3.3 cu.m)5156 kg of 10-12 mm machine crushed stone jelly and with about(4.79 cu.m)7670 kg of Sand ,but eculding cost of reinforcement grill and fabricating charges,centering and shuttering and also inculding laying, vibrating with mechanical vibrtors,finishing,curing,etc,complete complying with standred specification and ass directed by the departmentel officers.the coarse and fine aggregates to be used shoul comply with the requirments of IS standreds.(No separate payment will be made by the Department for the excess usage of materials.)

6.01

Foundation and Basement

23.35

Cum

8,844.08

₹2,06,526.96

6.02

For Ground floor

Cum

8,985.15

₹35,940.6