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Reconstruction of Storm water drain at Gandhipuram Extension -1 From 100ft road to DR. Radhakrishna Road in Ward No.48, Central Zone

MAWS

Coimbatore city municipal corporation, Townhall | Coimbatore, Tamil Nadu

Amount: ₹29.5 LCloses: 16 Oct 20263d left

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Timeline

Published1 Oct 2026
Closes16 Oct 2026
Bid Opening16 Oct 2026

Tender Value

₹29.5 L

EMD Value

₹29,500

Closing Date

16 Oct 2026, 3:00 pm3d left

Tender Inviting Organisation

Name

The Commissioner, Coimbatore Corporation

Address

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

Work Description

Reconstruction of Storm water drain at Gandhipuram Extension -1 From 100ft road to DR. Radhakrishna Road in Ward No.48, Central Zone

Tender Information

Tender ID

2026_MAWS_710148_1

Reference Number

e75/2026-cz

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Works

Period of Work

150 days

Location

Coimbatore city municipal corporation, Townhall

Source Website

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Eligibility / Pre-Qualification

As per tender documents

Documents Required

5 documents required · 5 mandatory

Fee/PreQual/Technical

RequiredScanned copy of payment Acknowledgement (.pdf)

RequiredScanned Copy of Renewal Order (.pdf)

RequiredTender Document (.pdf)

RequiredAddtional Document (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹0

EMD Fee Amount

₹29,500

EMD Fee Exemption Allowed

Yes

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_Ver3.0INR

BoQ1 (11 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1	Relaying the RCC cover precast slab for drain as per deparmental officer etc., Complete	140	m2	-	-
2	Relaying the RCC cover precast slab for drain as per deparmental officer etc., Complete	140	m2	-	-
3	Dismantling the existing damaged RCC slab as per deparmental officer etc., Complete	5	m3	-	-
4	Desilting the Existing Drain as per the instruction of departmental officer etc., complete	70	m3	-	-
5	Dismantling the damaged Cement concrete as per the instruction of Departmental officers etc., Complete	70	m3	-	-
6	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. departmental officers etc complete	300	m3	-	-
7	Conveying the excavated earth from the site to the distance of 15kms out side of the city limit including all initial lead, lift, loading and unloading with transportation charges etc complete as per the direction of departmental officers.	445	m3	-	-
8	Cement concrete 1:4:8 (one cement, four sand and eight aggregate) using 40mm hardbroken granite stone jelly for foundationincluding dewatering if found necessary andlaid in layers of not more than 15 cm thickand compacted etc.,complete	45	m3	-	-
9	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 X3mm 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 For Drain	1,100	m2	-	-
10	Cement concrete 1:3:6 (one cement, three sand and six aggregate ) using 20mm hard broken granite stone jelly for all CC items of work excluding centering, shuttering, and cost of reinforcement grill but including curing finishing etc., complete fixtures in CC works wherever necessary as directed by departmental officer etc., complete.	145	m3	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.63 MB

Work Item Documents

SWD.pdf

Tender Documents • 1.06 MB

ITB.pdf

Additional Documents • 0.19 MB

BOQ_853286.xls

BOQ • 0.33 MB

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Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

Relaying the RCC cover precast slab for drain as per deparmental officer etc., Complete

140

Relaying the RCC cover precast slab for drain as per deparmental officer etc., Complete

140

Dismantling the existing damaged RCC slab as per deparmental officer etc., Complete

Desilting the Existing Drain as per the instruction of departmental officer etc., complete

Dismantling the damaged Cement concrete as per the instruction of Departmental officers etc., Complete

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. departmental officers etc complete

300

Conveying the excavated earth from the site to the distance of 15kms out side of the city limit including all initial lead, lift, loading and unloading with transportation charges etc complete as per the direction of departmental officers.

445

Cement concrete 1:4:8 (one cement, four sand and eight aggregate) using 40mm hardbroken granite stone jelly for foundationincluding dewatering if found necessary andlaid in layers of not more than 15 cm thickand compacted etc.,complete

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 X3mm 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 For Drain

1,100

Cement concrete 1:3:6 (one cement, three sand and six aggregate ) using 20mm hard broken granite stone jelly for all CC items of work excluding centering, shuttering, and cost of reinforcement grill but including curing finishing etc., complete fixtures in CC works wherever necessary as directed by departmental officer etc., complete.

145