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Supplying and laying Rubberised interlocking Paver block in New Urban Primary Health Centre Building at New East Street in Keelakarai Municipality

MAWS

Keelakarai Municipality | Ramanathapuram, Tamil Nadu

Amount: ₹13.5 LCloses: 22 Oct 2026

Timeline

Published7 Oct 2026
Closes22 Oct 2026
Bid Opening22 Oct 2026

Tender Value

₹13.5 L

EMD Value

₹13,500

Closing Date

22 Oct 2026, 3:00 pm

Tender Inviting Organisation

Name

The Commissioner

Address

Keelakarai Municipality

Work Description

Supplying and laying Rubberised interlocking Paver block in New Urban Primary Health Centre Building at New East Street in Keelakarai Municipality

Tender Information

Tender ID

2026_MAWS_711561_1

Reference Number

682/2026/E1

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Works

Location

Keelakarai Municipality

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

2 documents required · 2 mandatory

Fee/PreQual/Technical/Finance

RequiredTenderNotice (.pdf)

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹0

EMD Fee Amount

₹13,500

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

7 Oct 2026

Published

7 Oct 2026

Bid Opening

22 Oct 2026

Download Starts

7 Oct 2026

Download Ends

22 Oct 2026

Submission Starts

7 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (7 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 murram, gravel,stoney earth and earth mixed with small size boulders SS.20B and Sand, silt or other loose soil, wet sand,or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth as may be directed except in hardrock requiring blasting inclusive of shoring shuttering and baling out water and cleaning and levelling the site etc.,complete 10 cum
1.01	a) Kerb Wall	6	M3	-	-
2	Supplying and filling in foundation, basement, etc with filling good M Sand in layers of not more than 15cm thick well watered, rammed and consolidated etc. complete complying with standard specification and as directed by the departmental officers.	1.5	M3	-	-
3	Cement Concrete 1:4:8 (One Cement, Four crushed stone sand and Eight 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	1.5	M3	-	-
4Supplying and erecting steel centering including necessary supports for plane surfaces for Reinforced Cement Concrete works Retaining Wall , which require only nominal strutting using mild steel sheets of size 90cm x 60cm and 10 BG stiffened with welded mild steel angles of size 25mm x 25mm x 3 mm for boarding, laid over silver oak joists of size 10cm x 6.5cm spaced at about 75cm centre to centre or at suitable intervals etc. complete in all floors complying with standard specifcation
4.01	a) Kerb Wall	50	M2	-	-
5	Plain Cement Concrete 1:2:4 (one cement, two Crushed Stone Sand (M- Sand) and four coarse aggregates) using 20mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges etc., complete as per standard specification	5	M3	-	-
6	Providing and laying, spreading and compacting graded stone aggregate to Wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant carriage to mixed material by tipper to site laying in uniform layers with paver in sub base / base course on well prepared surface and compacting with vibratory roller to achive the desired density complete as per clasue 406 of MORTH specifications.	77	M3	-	-
7	Supplying and laying of Interlocking Paver Block Stone 83mm thick Over a base layer of crushed stone sandﬁlling incl. Cost of materials laying and Labour charges etc complete complying with the standard speciﬁcation and as directed by the departmental ofﬁcers.	515	M2	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.83 MB

Work Item Documents

BOQ_854861.xls

BOQ • 0.31 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 murram, gravel,stoney earth and earth mixed with small size boulders SS.20B and Sand, silt or other loose soil, wet sand,or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth as may be directed except in hardrock requiring blasting inclusive of shoring shuttering and baling out water and cleaning and levelling the site etc.,complete 10 cum
1.01	a) Kerb Wall	6	M3	-	-
2	Supplying and filling in foundation, basement, etc with filling good M Sand in layers of not more than 15cm thick well watered, rammed and consolidated etc. complete complying with standard specification and as directed by the departmental officers.	1.5	M3	-	-
3	Cement Concrete 1:4:8 (One Cement, Four crushed stone sand and Eight 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	1.5	M3	-	-
4Supplying and erecting steel centering including necessary supports for plane surfaces for Reinforced Cement Concrete works Retaining Wall , which require only nominal strutting using mild steel sheets of size 90cm x 60cm and 10 BG stiffened with welded mild steel angles of size 25mm x 25mm x 3 mm for boarding, laid over silver oak joists of size 10cm x 6.5cm spaced at about 75cm centre to centre or at suitable intervals etc. complete in all floors complying with standard specifcation
4.01	a) Kerb Wall	50	M2	-	-
5	Plain Cement Concrete 1:2:4 (one cement, two Crushed Stone Sand (M- Sand) and four coarse aggregates) using 20mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges etc., complete as per standard specification	5	M3	-	-
6	Providing and laying, spreading and compacting graded stone aggregate to Wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant carriage to mixed material by tipper to site laying in uniform layers with paver in sub base / base course on well prepared surface and compacting with vibratory roller to achive the desired density complete as per clasue 406 of MORTH specifications.	77	M3	-	-
7	Supplying and laying of Interlocking Paver Block Stone 83mm thick Over a base layer of crushed stone sandﬁlling incl. Cost of materials laying and Labour charges etc complete complying with the standard speciﬁcation and as directed by the departmental ofﬁcers.	515	M2	-	-

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 murram, gravel,stoney earth and earth mixed with small size boulders SS.20B and Sand, silt or other loose soil, wet sand,or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth as may be directed except in hardrock requiring blasting inclusive of shoring shuttering and baling out water and cleaning and levelling the site etc.,complete 10 cum

1.01

a) Kerb Wall

Supplying and filling in foundation, basement, etc with filling good M Sand in layers of not more than 15cm thick well watered, rammed and consolidated etc. complete complying with standard specification and as directed by the departmental officers.

1.5

Cement Concrete 1:4:8 (One Cement, Four crushed stone sand and Eight 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

1.5

4Supplying and erecting steel centering including necessary supports for plane surfaces for Reinforced Cement Concrete works Retaining Wall , which require only nominal strutting using mild steel sheets of size 90cm x 60cm and 10 BG stiffened with welded mild steel angles of size 25mm x 25mm x 3 mm for boarding, laid over silver oak joists of size 10cm x 6.5cm spaced at about 75cm centre to centre or at suitable intervals etc. complete in all floors complying with standard specifcation

4.01

a) Kerb Wall

Plain Cement Concrete 1:2:4 (one cement, two Crushed Stone Sand (M- Sand) and four coarse aggregates) using 20mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges etc., complete as per standard specification

Providing and laying, spreading and compacting graded stone aggregate to Wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant carriage to mixed material by tipper to site laying in uniform layers with paver in sub base / base course on well prepared surface and compacting with vibratory roller to achive the desired density complete as per clasue 406 of MORTH specifications.

Supplying and laying of Interlocking Paver Block Stone 83mm thick Over a base layer of crushed stone sandﬁlling incl. Cost of materials laying and Labour charges etc complete complying with the standard speciﬁcation and as directed by the departmental ofﬁcers.

515