Tender ID

Tamil Nadu

Active

Works

Civil Works

Construction of Additional Classroom Building at Goripalayam Ponmudiyar Higher Secondary School in ward no 28.

MAWS

Madurai, Tamil Nadu

Amount: ₹28.9 LCloses: 11 Nov 20264d left

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Timeline

Published26 Oct 2026
Closes11 Nov 2026
Bid Opening11 Nov 2026

Tender Value

₹28.9 L

EMD Value

₹28,933

Closing Date

11 Nov 2026, 3:00 pm4d left

Tender Inviting Organisation

Name

The Commissioner Madurai Corporation

Address

Aringar Anna Malligai Thallakulam Madurai

Work Description

Construction of Additional Classroom Building at Goripalayam Ponmudiyar Higher Secondary School in ward no 28.

Tender Information

Tender ID

2026_MAWS_717372_1

Reference Number

E2 /110 (MLA N)/26-27

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Lump-sum

Location

Madurai

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

1 document required · 1 mandatory

Fee/PreQual/Technical/Finance

RequiredBoq (.xls)

Fee & Financial Details

Tender Fee Amount

₹0

EMD Fee Amount

₹28,933

Important Dates

Last Activity

26 Oct 2026

Published

26 Oct 2026

Bid Opening

11 Nov 2026

Download Starts

26 Oct 2026

Download Ends

11 Nov 2026

Submission Starts

26 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (25 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1.01	Earth 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	104	m3	-	-
2.01	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.	7	m3	-	-
3.01	Supplying and filling in foundation and basement with filling Quarry Dust in layers of not more than 15cm.thick well rammed watered and compacted etc., complete complying with standard specification.	32.5	m3	-	-
4.01	Plain Cement Concrete 1:4:8 (one part of cement, four part of Crushed Stone Sand (M- Sand) and eight part of coarse aggregates) using 40mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges and all incidential charges such as water providing etc., complete as per standard specification	18	m3	-	-
5.01	Brick work in CM 1:5 (one cement & Five Crushed Stone Sand (M-Sand)) using II class ground moulded bricks of size 9" X 43/8"X 2 3/4" including finishing, curing, etc., complete complying with standard specification - 100CFT For Super Structure - Foundation and Basement	10	m3	-	-
6.01	For Ground Floor	50	m3	-	-
7.01	Centering for soffits of RCC slabs of plane surface like lintels, beams,etc.,including strutting 3m high using mild steel sheets of size 90cm X 60cm X and B.G 10 stiffened with M.S angles of size 25mm X 25mm X 3mm laid over silver Oak (C.W) joists of size 10cm X 6.5cm (spaced at about 90cm c/c )and supported dy casurina props of 10cm to 13cm dia (spaced of 75cm C/C) complying with standard specification and directed - 10 m 2 Plinth Beam - Rate for Shuttering	89.5	m2	-	-
8.01	Vertical Surfaces	80.5	m2	-	-
9.01	Slab or Beam	109	m2	-	-
10.01	Reinforced Cement concrete 1:1.5 :3 (one cement, one and half sand & three course aggregate) using 20mm gauge hand broken/and broken granite stone for all RCC items of works excluding centering shuttering and cost of reinforcement but including curing etc.,complete and also including fixing fan clamps and fixtures in rcc works wherever necessary as directed by departmental officer etc., complete. For Foundation and Basement	21.5	m3	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 3.06 MB

Work Item Documents

Docup.pdf

Tender Documents • 0.96 MB

BOQ_861636.xls

BOQ • 0.24 MB

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Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1.01

Earth 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

104

2.01

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.

3.01

Supplying and filling in foundation and basement with filling Quarry Dust in layers of not more than 15cm.thick well rammed watered and compacted etc., complete complying with standard specification.

32.5

4.01

Plain Cement Concrete 1:4:8 (one part of cement, four part of Crushed Stone Sand (M- Sand) and eight part of coarse aggregates) using 40mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges and all incidential charges such as water providing etc., complete as per standard specification

5.01

Brick work in CM 1:5 (one cement & Five Crushed Stone Sand (M-Sand)) using II class ground moulded bricks of size 9" X 43/8"X 2 3/4" including finishing, curing, etc., complete complying with standard specification - 100CFT For Super Structure - Foundation and Basement

6.01

For Ground Floor

7.01

Centering for soffits of RCC slabs of plane surface like lintels, beams,etc.,including strutting 3m high using mild steel sheets of size 90cm X 60cm X and B.G 10 stiffened with M.S angles of size 25mm X 25mm X 3mm laid over silver Oak (C.W) joists of size 10cm X 6.5cm (spaced at about 90cm c/c )and supported dy casurina props of 10cm to 13cm dia (spaced of 75cm C/C) complying with standard specification and directed - 10 m 2 Plinth Beam - Rate for Shuttering

89.5

8.01

Vertical Surfaces

80.5

9.01

Slab or Beam

109

10.01

Reinforced Cement concrete 1:1.5 :3 (one cement, one and half sand & three course aggregate) using 20mm gauge hand broken/and broken granite stone for all RCC items of works excluding centering shuttering and cost of reinforcement but including curing etc.,complete and also including fixing fan clamps and fixtures in rcc works wherever necessary as directed by departmental officer etc., complete. For Foundation and Basement

21.5