Tender ID

Tamil Nadu

Cancelled

Works

Construction Works

Karur City Municipal Corporation_KFW Scheme_Providing Under Ground Sewerage Scheme to the leftout areas and added areas of Karur Corporation with operation and maintenance for the period of 5 years -package 1

MAWS

KCMC | Karur, Tamil Nadu

Amount: ₹113.8 CrCloses: 13 Feb 2026Closed

Timeline

Published5 Jan 2026
Closed13 Feb 2026
Cancelled3 Jul 2026

Bids

Item Rate

2 Bids3 Jul 2026

#	Company	Amount	Rank	Status
1	KEYEM INFRA PROJECT PRIVATE LIMITED L1₹122.0 CrAdmitted-Finance PLOT NO 64 DOOR NO 2 4TH EAST STREET KAMARAJ NAGAR THIRUVANMIYUR CHENNAI 600 041 \| CHENNAI \| THIRUVANMIYUR \| TAMIL NADU \| 600041	₹122.0 Cr	L1	Admitted-Finance
2	ECO PROTECTION ENGINEERS PVT LTD Rejected-Technical PLAT NO 943 54TH STREET T V S COLONY ANNANAGAR WEST EXTENSION CHENNAI PIN 600 101 \| CHENNAI \| CHENNAI \| TAMIL NADU \| 600101	-	-	Rejected-Technical Not Accepted

BoQ Comparative

Line Items (250)

Sl No	Description	Qty	Unit	KEYEM INFRA PROJECT PRIVATE LIMITED L1
1.00Schedule - 1 - Collection System
1.01Earth work excavation and depositing on bank with initial lead of 10 m and lift of 2 M in narrow trenches having bed width 1.25m & below for laying of pipes for water supply and sewerage works in the Sand, silt or other loose soil, wet sand or silt not under water light black cotton soil, sandy loam and ordinary soil.SS20B and Hard stiff clay, stiff black cotton, hard red earth, shales, murram gravel, stoney earth and earth mixed with small size boulders and hard gravelly soil.SS20B, as directed by Departmental officers
1.02(DWC & HDPE Pipes 200mm to 900 mm dia pipes)
1.03	0 to 2m depth	1,05,878	M³	220 ₹2,32,93,160 Lowest
2.00Earth work excavation and depositing on bank with initial lead of 10 m and lift of 2 M in narrow trenches having bed width 1.25m & below for laying of pipes for water supply and sewerage works in the Soft Disintegrated Rock, laterite, soft rock or kankar, not required blasting as directed by Departmental engineer.
2.01	2 to 3m depth	28,713	M³	360 ₹1,03,36,680 Lowest
2.02	3 to 4m depth	10,290	M³	380 ₹39,10,200 Lowest
3.00Earth work excavation and depositing on bank with initial lead of 10m and initial lift of 2m in Medium Rock & Dense Medium Rock, not required blasting as directed by Departmental engineer.
3.01	4 to 5m depth	5,130	M³	800 ₹41,04,000 Lowest
3.02	5 to 6m depth	91.71	M³	850 ₹77,953.5 Lowest

Corrigenda

Corrigendum

4 updatesLatest on 11 Feb 2026Submission Ends:13 Feb 202613 Feb 2026

Date changes

Download Ends13 Feb 202613 Feb 2026Submission Ends13 Feb 202613 Feb 2026Bid Opening13 Feb 202613 Feb 2026

Cancellation Details

Cancellation of Tender

Tender Cancellation NoticeTender Cancellation NoticeReason: Due to admistrative reasons/issuesDocument: cancelled_1.pdf

Published 3 Jul 2026

Tender Value

₹113.8 Cr

EMD Value

₹1.1 Cr

Closing Date

13 Feb 2026, 9:00 amClosed

Tender Inviting Organisation

Name

Commissioner,Karur City MInicipal Corporation

Address

Azad Road,Karur

Work Description

Karur City Municipal Corporation_KFW Scheme_Providing Under Ground Sewerage Scheme to the leftout areas and added areas of Karur Corporation with operation and maintenance for the period of 5 years -package 1

Tender Information

Tender ID

2026_MAWS_639156_2

Reference Number

E5/6052/2025

Tender Type

Open Tender

Product Category

Construction Works

Form of Contract

Item Rate

Period of Work

1095 days

Location

KCMC

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please Refer Tender Documents

Documents Required

6 documents required · 6 mandatory

Fee/PreQual/Technical

RequiredTendernotice (.pdf)

RequiredBIDdoc1 (.pdf)

RequiredBIDdoc2 (.pdf)

RequiredBIDdoc4 (.pdf)

RequiredBIDdoc5 (.pdf)

Finance

RequiredFinancialBID (.xls)

Fee & Financial Details

Tender Fee Amount

₹0

EMD Fee Amount

₹1.1 Cr

Pre-Bid Meeting

Meeting Place

Karur

Important Dates

Last Activity

3 Jul 2026

Published

5 Jan 2026

Bid Opening

13 Feb 2026

Download Starts

5 Jan 2026

Download Ends

13 Feb 2026

Submission Starts

5 Jan 2026

Clarification Period

5 Jan 2026 - 13 Feb 2026

Pre-Bid Meeting

12 Jan 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (276 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Schedule - 1 - Collection System
1.01	Earth work excavation and depositing on bank with initial lead of 10 m and lift of 2 M in narrow trenches having bed width 1.25m & below for laying of pipes for water supply and sewerage works in the Sand, silt or other loose soil, wet sand or silt not under water light black cotton soil, sandy loam and ordinary soil.SS20B and Hard stiff clay, stiff black cotton, hard red earth, shales, murram gravel, stoney earth and earth mixed with small size boulders and hard gravelly soil.SS20B, as directed by Departmental officers	-	-	-	-
1.02	(DWC & HDPE Pipes 200mm to 900 mm dia pipes)	-	-	-	-
1.03	0 to 2m depth	1,05,878	M³	-	-
2Earth work excavation and depositing on bank with initial lead of 10 m and lift of 2 M in narrow trenches having bed width 1.25m & below for laying of pipes for water supply and sewerage works in the Soft Disintegrated Rock, laterite, soft rock or kankar, not required blasting as directed by Departmental engineer.
2.01	2 to 3m depth	28,713	M³	-	-
2.02	3 to 4m depth	10,290	M³	-	-
3Earth work excavation and depositing on bank with initial lead of 10m and initial lift of 2m in Medium Rock & Dense Medium Rock, not required blasting as directed by Departmental engineer.
3.01	4 to 5m depth	5,130	M³	-	-
3.02	5 to 6m depth	91.71	M³	-	-

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.04 MB

Technical Evaluation

tech_eval.pdf

PDF

Financial Bid Opening

boq_comp_chart.xlsx

xlsx

Financial Evaluation

fin_eval.pdf

PDF

Cancellation Documents

cancelled_1.pdf

pdf • 0.13 MB

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 • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.77 MB

Work Item Documents

UGSSBIDDocumentVol1.pdf

Tender Documents • 1.17 MB

UGSSBIDDocumentVol2.pdf

Tender Documents • 0.95 MB

vol4drawingp1V1.pdf

Tender Documents • 28.29 MB

VolumeVESIAKarurUGSSPackage1.pdf

Tender Documents • 17.05 MB

vol4drawingp1V2.pdf

Tender Documents • 14.55 MB

BOQ_765548.xls

BOQ • 0.52 MB

Ready to Participate?

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Company

KEYEM INFRA PROJECT PRIVATE LIMITED

L1₹122.0 CrAdmitted-Finance

PLOT NO 64 DOOR NO 2 4TH EAST STREET KAMARAJ NAGAR THIRUVANMIYUR CHENNAI 600 041 | CHENNAI | THIRUVANMIYUR | TAMIL NADU | 600041

ECO PROTECTION ENGINEERS PVT LTD

Rejected-Technical

PLAT NO 943 54TH STREET T V S COLONY ANNANAGAR WEST EXTENSION CHENNAI PIN 600 101 | CHENNAI | CHENNAI | TAMIL NADU | 600101

Sl No	Description	Qty	Unit	KEYEM INFRA PROJECT PRIVATE LIMITED L1
1.00Schedule - 1 - Collection System
1.01Earth work excavation and depositing on bank with initial lead of 10 m and lift of 2 M in narrow trenches having bed width 1.25m & below for laying of pipes for water supply and sewerage works in the Sand, silt or other loose soil, wet sand or silt not under water light black cotton soil, sandy loam and ordinary soil.SS20B and Hard stiff clay, stiff black cotton, hard red earth, shales, murram gravel, stoney earth and earth mixed with small size boulders and hard gravelly soil.SS20B, as directed by Departmental officers
1.02(DWC & HDPE Pipes 200mm to 900 mm dia pipes)
1.03	0 to 2m depth	1,05,878	M³	220 ₹2,32,93,160 Lowest
2.00Earth work excavation and depositing on bank with initial lead of 10 m and lift of 2 M in narrow trenches having bed width 1.25m & below for laying of pipes for water supply and sewerage works in the Soft Disintegrated Rock, laterite, soft rock or kankar, not required blasting as directed by Departmental engineer.
2.01	2 to 3m depth	28,713	M³	360 ₹1,03,36,680 Lowest
2.02	3 to 4m depth	10,290	M³	380 ₹39,10,200 Lowest
3.00Earth work excavation and depositing on bank with initial lead of 10m and initial lift of 2m in Medium Rock & Dense Medium Rock, not required blasting as directed by Departmental engineer.
3.01	4 to 5m depth	5,130	M³	800 ₹41,04,000 Lowest
3.02	5 to 6m depth	91.71	M³	850 ₹77,953.5 Lowest

Sl No

Description

Qty

Unit

KEYEM INFRA PROJECT PRIVATE LIMITED

1.00Schedule - 1 - Collection System

1.01Earth work excavation and depositing on bank with initial lead of 10 m and lift of 2 M in narrow trenches having bed width 1.25m & below for laying of pipes for water supply and sewerage works in the Sand, silt or other loose soil, wet sand or silt not under water light black cotton soil, sandy loam and ordinary soil.SS20B and Hard stiff clay, stiff black cotton, hard red earth, shales, murram gravel, stoney earth and earth mixed with small size boulders and hard gravelly soil.SS20B, as directed by Departmental officers

1.02(DWC & HDPE Pipes 200mm to 900 mm dia pipes)

1.03

0 to 2m depth

1,05,878

M³

220

₹2,32,93,160

Lowest

2.00Earth work excavation and depositing on bank with initial lead of 10 m and lift of 2 M in narrow trenches having bed width 1.25m & below for laying of pipes for water supply and sewerage works in the Soft Disintegrated Rock, laterite, soft rock or kankar, not required blasting as directed by Departmental engineer.

2.01

2 to 3m depth

28,713

M³

360

₹1,03,36,680

Lowest

2.02

3 to 4m depth

10,290

M³

380

₹39,10,200

Lowest

3.00Earth work excavation and depositing on bank with initial lead of 10m and initial lift of 2m in Medium Rock & Dense Medium Rock, not required blasting as directed by Departmental engineer.

3.01

4 to 5m depth

5,130

M³

800

₹41,04,000

Lowest

3.02

5 to 6m depth

91.71

M³

850

₹77,953.5

Lowest

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Schedule - 1 - Collection System
1.01	Earth work excavation and depositing on bank with initial lead of 10 m and lift of 2 M in narrow trenches having bed width 1.25m & below for laying of pipes for water supply and sewerage works in the Sand, silt or other loose soil, wet sand or silt not under water light black cotton soil, sandy loam and ordinary soil.SS20B and Hard stiff clay, stiff black cotton, hard red earth, shales, murram gravel, stoney earth and earth mixed with small size boulders and hard gravelly soil.SS20B, as directed by Departmental officers	-	-	-	-
1.02	(DWC & HDPE Pipes 200mm to 900 mm dia pipes)	-	-	-	-
1.03	0 to 2m depth	1,05,878	M³	-	-
2Earth work excavation and depositing on bank with initial lead of 10 m and lift of 2 M in narrow trenches having bed width 1.25m & below for laying of pipes for water supply and sewerage works in the Soft Disintegrated Rock, laterite, soft rock or kankar, not required blasting as directed by Departmental engineer.
2.01	2 to 3m depth	28,713	M³	-	-
2.02	3 to 4m depth	10,290	M³	-	-
3Earth work excavation and depositing on bank with initial lead of 10m and initial lift of 2m in Medium Rock & Dense Medium Rock, not required blasting as directed by Departmental engineer.
3.01	4 to 5m depth	5,130	M³	-	-
3.02	5 to 6m depth	91.71	M³	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Schedule - 1 - Collection System

1.01

Earth work excavation and depositing on bank with initial lead of 10 m and lift of 2 M in narrow trenches having bed width 1.25m & below for laying of pipes for water supply and sewerage works in the Sand, silt or other loose soil, wet sand or silt not under water light black cotton soil, sandy loam and ordinary soil.SS20B and Hard stiff clay, stiff black cotton, hard red earth, shales, murram gravel, stoney earth and earth mixed with small size boulders and hard gravelly soil.SS20B, as directed by Departmental officers

1.02

(DWC & HDPE Pipes 200mm to 900 mm dia pipes)

1.03

0 to 2m depth

1,05,878

M³

2Earth work excavation and depositing on bank with initial lead of 10 m and lift of 2 M in narrow trenches having bed width 1.25m & below for laying of pipes for water supply and sewerage works in the Soft Disintegrated Rock, laterite, soft rock or kankar, not required blasting as directed by Departmental engineer.

2.01

2 to 3m depth

28,713

M³

2.02

3 to 4m depth

10,290

M³

3Earth work excavation and depositing on bank with initial lead of 10m and initial lift of 2m in Medium Rock & Dense Medium Rock, not required blasting as directed by Departmental engineer.

3.01

4 to 5m depth

5,130

M³

3.02

5 to 6m depth

91.71

M³