Tender ID

Tamil Nadu

Active

Works

Civil Works

Formation of park at Corporation Reserve site in Gandhi Nagar (OHT Tank) in ward No98, South Zone

MAWS

Coimbatore corporation | Coimbatore, Tamil Nadu

Amount: ₹22.5 LCloses: 12 Nov 20265d left

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Timeline

Published27 Oct 2026
Closes12 Nov 2026
Bid Opening13 Nov 2026

Tender Value

₹22.5 L

EMD Value

₹22,500

Closing Date

12 Nov 2026, 3:00 pm5d left

Tender Inviting Organisation

Name

The commissioner, coimbatore

Address

Coimbatore Corporation, Main Office, Big bazaar street, Town hall, Coimbatore-1

Work Description

Formation of park at Corporation Reserve site in Gandhi Nagar (OHT Tank) in ward No98, South Zone

Tender Information

Tender ID

2026_MAWS_718422_1

Reference Number

e81/2026-SZ

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Works

Period of Work

150 days

Location

Coimbatore corporation

Source Website

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Eligibility / Pre-Qualification

AS PER TENDER DOCUMENT

Documents Required

5 documents required · 5 mandatory

Fee/PreQual/Technical/Finance

RequiredScanned copy of payment Acknowledgement (.pdf)

RequiredScanned Copy of Registration/Renewal Order (.pdf)

RequiredTender Document (.pdf)

RequiredAddtional Document (.pdf)

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹0

EMD Fee Amount

₹22,500

Important Dates

Last Activity

27 Oct 2026

Published

27 Oct 2026

Bid Opening

13 Nov 2026

Download Starts

27 Oct 2026

Download Ends

12 Nov 2026

Submission Starts

27 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (30 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1	Providing cast in situ cement concrete 1: 11/2 : 3 (one cement, one and half M.Sand and three coarse aggregate) using 20mm size HBBG metal for 30cm dia pile including cost of materials labour, hire charges for machinery for earth work for forming 30cm dia bore hole to the required depth before concreting excluding cost of steel reinforcement (Data for 4.50 RM)	36	M	-	-
2	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	6	M3	-	-
3	Conveyance of Surplus earth from work site to City outerwith average lead of 2 km	6	M3	-	-
4	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	6	M3	-	-
5Centering 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 (P & D)Data 38
5.01	Plinth beam	32	m2	-	-
5.02	Column	30	m2	-	-
6	Reinforced Cement concrete 1:1.5 :3 (one cement, one and half M.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.	6	M3	-	-
7	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.	9.5	Qtl	-	-
8	Brick work in cement mortar 1:5 mix using Fly Ash bricks of 230x110x70mm (8 3/4" x 41/4" x 23/4") including cost of materials and labour charges etc., as per standard specification - 1m3	29	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 • 0.60 MB

Work Item Documents

TD.pdf

Tender Documents • 1.10 MB

BOQ_862838.xls

BOQ • 0.26 MB

ITB.pdf

Additional Documents • 0.19 MB

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Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

Providing cast in situ cement concrete 1: 11/2 : 3 (one cement, one and half M.Sand and three coarse aggregate) using 20mm size HBBG metal for 30cm dia pile including cost of materials labour, hire charges for machinery for earth work for forming 30cm dia bore hole to the required depth before concreting excluding cost of steel reinforcement (Data for 4.50 RM)

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

Conveyance of Surplus earth from work site to City outerwith average lead of 2 km

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

5Centering 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 (P & D)Data 38

5.01

Plinth beam

5.02

Column

Reinforced Cement concrete 1:1.5 :3 (one cement, one and half M.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.

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.

9.5

Qtl

Brick work in cement mortar 1:5 mix using Fly Ash bricks of 230x110x70mm (8 3/4" x 41/4" x 23/4") including cost of materials and labour charges etc., as per standard specification - 1m3