Tender ID

Tamil Nadu

Active

Works

Civil Works - Buildings

Construction of Two Class Room Building at Sivananthapuram Municipal Primary school in Paramakudi Municipality.

MAWS

Municipal Office, Paramakudi Municipality | Ramanathapuram, Tamil Nadu

Amount: ₹39 LCloses: 23 Nov 2026

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Timeline

Published5 Nov 2026
Pre-Bid Meeting12 Nov 2026
Closes23 Nov 2026
Bid Opening23 Nov 2026

Tender Value

₹39 L

EMD Value

₹39,000

Closing Date

23 Nov 2026, 3:00 pm

Tender Inviting Organisation

Name

The Commissioner

Address

Municipal Office, Paramakudi Municipality

Work Description

Construction of Two Class Room Building at Sivananthapuram Municipal Primary school in Paramakudi Municipality.

Tender Information

Tender ID

2026_MAWS_722082_1

Reference Number

1409/2024/E1

Tender Type

Open Tender

Product Category

Civil Works - Buildings

Form of Contract

Works

Period of Work

180 days

Location

Municipal Office, Paramakudi Municipality

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

3 documents required · 3 mandatory

Fee/PreQual/Technical

RequiredEMD (.pdf)

RequiredTender Document (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹0

EMD Fee Amount

₹39,000

Pre-Bid Meeting

Meeting Place

Paramakudi Municipality

Important Dates

Last Activity

5 Nov 2026

Published

5 Nov 2026

Bid Opening

23 Nov 2026

Download Starts

5 Nov 2026

Download Ends

23 Nov 2026

Submission Starts

5 Nov 2026

Pre-Bid Meeting

12 Nov 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (44 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Earth work excavation for foundation in hard stiff clay, stiff black cotton, hard red earth, shales murams and ordinary gravel and hard dravel including shoring, strutting, baling or pumping out water wherever necessary and refilling the sides of foundation with excavated earth in layers of 15cm thick and depositing the surplus earth at places as directed by the departmental officers with initial lead and lift
1.01	a). Narrow Foundation	56	m3	-	-
1.02	b). Open Excavation	4	m3	-	-
-	Supplying and filling in foundation and basement with Crushed Stone Sand (M- Sand) in layers of not more than 15cm thick well rammed watered and compacted etc., complete complying with standard specification.	13	m3	-	-
-	Plain cement concrete 1:4:8 mix (One cement four sand and eight aggregate) using 40mm size ISS gauge HBBG metal including mixing, laying, consolidating, curing, cost and conveyance of all materials to site and all labour charges etc., complete	16	m3	-	-
-	Supplying and errecting centering to sides and soffits including supports and strutting for drainage sides and culvert body wall sides using M.S Sheets of size 90cm x 60cm and B.G 10stifened with welded mild steel angles of size 25mm x 25mm x 3mm for boarding laid over (silver oak joists) of size 10cm x 6.50cm spread at about 90cm including all labour charges and cost and conveyance of all materials to site etc. complete	-	-	-	-
4.01	a). Square Columns	82	m2	-	-
4.02	b). Grade Beam	68	m2	-	-
4.03	c). Plain Surface	187	m2	-	-
-	Suppling and fabricating and placing in position MS (or) R.T.S. bar for reinforcement to all RCC works as per the design given including cost of steel and binding wire also in all floors.	5,750	Kg	-	-

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 • 3.42 MB

Work Item Documents

TechnicalBid_School.pdf

Tender Documents • 0.74 MB

BOQ_867103.xls

BOQ • 0.28 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Earth work excavation for foundation in hard stiff clay, stiff black cotton, hard red earth, shales murams and ordinary gravel and hard dravel including shoring, strutting, baling or pumping out water wherever necessary and refilling the sides of foundation with excavated earth in layers of 15cm thick and depositing the surplus earth at places as directed by the departmental officers with initial lead and lift
1.01	a). Narrow Foundation	56	m3	-	-
1.02	b). Open Excavation	4	m3	-	-
-	Supplying and filling in foundation and basement with Crushed Stone Sand (M- Sand) in layers of not more than 15cm thick well rammed watered and compacted etc., complete complying with standard specification.	13	m3	-	-
-	Plain cement concrete 1:4:8 mix (One cement four sand and eight aggregate) using 40mm size ISS gauge HBBG metal including mixing, laying, consolidating, curing, cost and conveyance of all materials to site and all labour charges etc., complete	16	m3	-	-
-	Supplying and errecting centering to sides and soffits including supports and strutting for drainage sides and culvert body wall sides using M.S Sheets of size 90cm x 60cm and B.G 10stifened with welded mild steel angles of size 25mm x 25mm x 3mm for boarding laid over (silver oak joists) of size 10cm x 6.50cm spread at about 90cm including all labour charges and cost and conveyance of all materials to site etc. complete	-	-	-	-
4.01	a). Square Columns	82	m2	-	-
4.02	b). Grade Beam	68	m2	-	-
4.03	c). Plain Surface	187	m2	-	-
-	Suppling and fabricating and placing in position MS (or) R.T.S. bar for reinforcement to all RCC works as per the design given including cost of steel and binding wire also in all floors.	5,750	Kg	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Earth work excavation for foundation in hard stiff clay, stiff black cotton, hard red earth, shales murams and ordinary gravel and hard dravel including shoring, strutting, baling or pumping out water wherever necessary and refilling the sides of foundation with excavated earth in layers of 15cm thick and depositing the surplus earth at places as directed by the departmental officers with initial lead and lift

1.01

a). Narrow Foundation

1.02

b). Open Excavation

Supplying and filling in foundation and basement with Crushed Stone Sand (M- Sand) in layers of not more than 15cm thick well rammed watered and compacted etc., complete complying with standard specification.

Plain cement concrete 1:4:8 mix (One cement four sand and eight aggregate) using 40mm size ISS gauge HBBG metal including mixing, laying, consolidating, curing, cost and conveyance of all materials to site and all labour charges etc., complete

Supplying and errecting centering to sides and soffits including supports and strutting for drainage sides and culvert body wall sides using M.S Sheets of size 90cm x 60cm and B.G 10stifened with welded mild steel angles of size 25mm x 25mm x 3mm for boarding laid over (silver oak joists) of size 10cm x 6.50cm spread at about 90cm including all labour charges and cost and conveyance of all materials to site etc. complete

4.01

a). Square Columns

4.02

b). Grade Beam

4.03

c). Plain Surface

187

Suppling and fabricating and placing in position MS (or) R.T.S. bar for reinforcement to all RCC works as per the design given including cost of steel and binding wire also in all floors.

5,750