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Third Call for Construction of Theivathirumaganar Muthuramalinga Thevar Kalyana Mandapam at Pasumpon in Ramanathapuram District.

Public Works Department

Pasumpon in Ramanathapuram District. | Ramanathapuram, Tamil Nadu

Amount: ₹2.6 CrCloses: 16 Oct 2026

Timeline

Published1 Oct 2026
Closes16 Oct 2026
Bid Opening16 Oct 2026

Tender Value

₹2.6 Cr

EMD Value

₹1.4 L

Closing Date

16 Oct 2026, 11:00 am

Tender Inviting Organisation

Name

Superintending Engineer PWD B C M Circle Sivaganga

Address

Superintending Engineer PWD B C M Circle Sivaganga

Work Description

Third Call for Construction of Theivathirumaganar Muthuramalinga Thevar Kalyana Mandapam at Pasumpon in Ramanathapuram District.

Tender Information

Tender ID

2026_PWD_709862_1

Reference Number

04 SE BUILDINGS C M CIRCLE SIVAGANGAI 2026 2027 DATE 29 09 2026

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Lump-sum

Period of Work

210 days

Location

Pasumpon in Ramanathapuram District.

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

RequiredPWD CIVIL REGISTRATION CERTIFICATE FOR CURRENT (.pdf)

RequiredIT STATEMENT FOR THE YEAR FY 23-24 AND AY 24 -25 or IT STATEMENT FOR THE YEAR FY 24-25 AND AY 25-26 (.pdf)

RequiredGST REGISTRATION AND GSTR3B FOR LAST THREE MONTHS (.pdf)

RequiredWORK EXPERIENCE CERTIFICATE (.pdf)

RequiredEMD ON LINE PAYMENT COPY (.pdf)

RequiredTENDER CONDITION WITH DIGITAL SIGNATURE (.pdf)

RequiredBOQ WITH DIGITAL SIGNATURE (.xls)

Fee & Financial Details

Tender Fee Amount

₹0

EMD Fee Amount

₹1.4 L

Important Dates

Last Activity

1 Oct 2026

Published

1 Oct 2026

Bid Opening

16 Oct 2026

Download Starts

1 Oct 2026

Download Ends

16 Oct 2026

Submission Starts

1 Oct 2026

Bill of Quantities

Item RateBoQ_Ver4.0INR

BoQ1 (140 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1	Earth work excavation for foundation by Mechanical 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. a)Upto 2.40m footing depth	638	m3	-	-
2	Earth work Open excavation by Mechanical Means for Open Earthwork in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting in clusive 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 100 mts and clearing and levelling including dressing of sides and raming of bottoms etc., complete complying with standard specification and as directed by the departmental officers.	31	m3	-	-
3	Refilling with excavated earth other than sand with an initial head load of 100 mts. and depositing the earth as shown by the departmental officers in layers of not more than 15cm thick well rammed with surface vibrator, watered and consolidated etc., complete complying with standard specification and as directed by the departmental officers.	225	m3	-	-
4	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.	58	m3	-	-
5	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	62	m3	-	-
6	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 mechanical means	39	m3	-	-
7Brick work in Cement Mortar 1:3 using best quality Burnt Clay Brick of size 8 3/4” x 4 1/4” 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	Foundation and Basement	11	m3	-	-
8Brick work in Cement Mortar 1:5 using best quality Burnt Clay Brick of size 8 3/4” x 4 1/4” 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.
8.01	Foundation and Basement	90	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 • 0.50 MB

Work Item Documents

TenderConPasumponMuhturamalingathevar.pdf

Tender Documents • 4.06 MB

BOQ_852956.xls

BOQ • 0.47 MB

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Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

Earth work excavation for foundation by Mechanical 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. a)Upto 2.40m footing depth

638

Earth work Open excavation by Mechanical Means for Open Earthwork in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting in clusive 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 100 mts and clearing and levelling including dressing of sides and raming of bottoms etc., complete complying with standard specification and as directed by the departmental officers.

Refilling with excavated earth other than sand with an initial head load of 100 mts. and depositing the earth as shown by the departmental officers in layers of not more than 15cm thick well rammed with surface vibrator, watered and consolidated etc., complete complying with standard specification and as directed by the departmental officers.

225

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 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 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 mechanical means

7Brick work in Cement Mortar 1:3 using best quality Burnt Clay Brick of size 8 3/4” x 4 1/4” 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

Foundation and Basement

8Brick work in Cement Mortar 1:5 using best quality Burnt Clay Brick of size 8 3/4” x 4 1/4” 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.

8.01

Foundation and Basement