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 2

MAWS

KCMC | Karur, Tamil Nadu

Amount: ₹220.7 CrCloses: 13 Feb 2026Closed

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Timeline

Published6 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₹224.7 CrAdmitted-Finance PLOT NO 64 DOOR NO 2 4TH EAST STREET KAMARAJ NAGAR THIRUVANMIYUR CHENNAI 600 041 \| CHENNAI \| THIRUVANMIYUR \| TAMIL NADU \| 600041	₹224.7 Cr	L1	Admitted-Finance
2	ECO PROTECTION ENGINEERS PVT LTD Rejected-Technical 943 54TH STREET TVS COLONY ANNANAGAR WEST EXTN CHENNAI TAMIL NADU 600101 \| CHENNAI \| CHENNAI \| TAMIL NADU \| 600101	-	-	Rejected-Technical Not Accepted

BoQ Comparative

Line Items (262)

Sl No	Description	Qty	Unit	KEYEM INFRA PROJECT PRIVATE LIMITED L1
1.00Schedule - 1 - Collection System
1.01A) CIVIL WORK
1.02Earth 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 soil, hard red earth, shales, murams, gravel, stoney earth, and earth mixed with 50% fair size boulders and hard gravelly soil - SS20Bdirected by Departmental officers
1.03(DWC & HDPE pipe 200 mm to 800 mm dia pipes)
1.04	0 to 2m depth	2,14,247	M³	220 ₹4,71,34,340 Lowest
2.00Earthwork excavation and depositing on bank with initial lead of 10m and initial lift of 2m in Soft Disintegrated Rock, laterite, soft rock or kankar, not required blasting as directed by Departmental engineer.
2.01	2 to 3m depth	51,161	M³	360 ₹1,84,17,960 Lowest
2.02	3 to 4m depth	22,785	M³	380 ₹86,58,300 Lowest
3.00Earth work open well excavation complying with lead upto 10m in medium rock and dense medium rock not requiring blasting and as directed by Departmental Engineer.
3.01	4 to 5m depth	1,520	M³	800 ₹12,16,000 Lowest

Corrigenda

Corrigendum

4 updatesLatest on 12 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

₹220.7 Cr

EMD Value

₹2.2 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 2

Tender Information

Tender ID

2026_MAWS_639156_3

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

₹2.2 Cr

Pre-Bid Meeting

Meeting Place

Karur

Important Dates

Last Activity

3 Jul 2026

Published

6 Jan 2026

Bid Opening

13 Feb 2026

Download Starts

6 Jan 2026

Download Ends

13 Feb 2026

Submission Starts

6 Jan 2026

Clarification Period

6 Jan 2026 - 13 Feb 2026

Pre-Bid Meeting

12 Jan 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (289 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Schedule - 1 - Collection System
1.01	A) CIVIL WORK	-	-	-	-
1.02	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 soil, hard red earth, shales, murams, gravel, stoney earth, and earth mixed with 50% fair size boulders and hard gravelly soil - SS20Bdirected by Departmental officers	-	-	-	-
1.03	(DWC & HDPE pipe 200 mm to 800 mm dia pipes)	-	-	-	-
1.04	0 to 2m depth	2,14,247	M³	-	-
2Earthwork excavation and depositing on bank with initial lead of 10m and initial lift of 2m in Soft Disintegrated Rock, laterite, soft rock or kankar, not required blasting as directed by Departmental engineer.
2.01	2 to 3m depth	51,161	M³	-	-
2.02	3 to 4m depth	22,785	M³	-	-
3Earth work open well excavation complying with lead upto 10m in medium rock and dense medium rock not requiring blasting and as directed by Departmental Engineer.
3.01	4 to 5m depth	1,520	M³	-	-

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.03 MB

Technical Evaluation

tech_eval.pdf

PDF

Financial Bid Opening

boq_comp_chart.xlsx

xlsx

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

KarurUGSSBIDVolume1.pdf

Tender Documents • 1.17 MB

VolDrawingp2.pdf

Tender Documents • 25.22 MB

KarurUGSSVolume5ESIA.pdf

Tender Documents • 17.03 MB

BOQ_765612.xls

BOQ • 0.59 MB

KarurUGSSBIDVolume2.pdf

Tender Documents • 0.96 MB

Vol4Drawingp1.pdf

Tender Documents • 9.76 MB

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Company

KEYEM INFRA PROJECT PRIVATE LIMITED

L1₹224.7 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

943 54TH STREET TVS COLONY ANNANAGAR WEST EXTN CHENNAI TAMIL NADU 600101 | CHENNAI | CHENNAI | TAMIL NADU | 600101

Sl No	Description	Qty	Unit	KEYEM INFRA PROJECT PRIVATE LIMITED L1
1.00Schedule - 1 - Collection System
1.01A) CIVIL WORK
1.02Earth 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 soil, hard red earth, shales, murams, gravel, stoney earth, and earth mixed with 50% fair size boulders and hard gravelly soil - SS20Bdirected by Departmental officers
1.03(DWC & HDPE pipe 200 mm to 800 mm dia pipes)
1.04	0 to 2m depth	2,14,247	M³	220 ₹4,71,34,340 Lowest
2.00Earthwork excavation and depositing on bank with initial lead of 10m and initial lift of 2m in Soft Disintegrated Rock, laterite, soft rock or kankar, not required blasting as directed by Departmental engineer.
2.01	2 to 3m depth	51,161	M³	360 ₹1,84,17,960 Lowest
2.02	3 to 4m depth	22,785	M³	380 ₹86,58,300 Lowest
3.00Earth work open well excavation complying with lead upto 10m in medium rock and dense medium rock not requiring blasting and as directed by Departmental Engineer.
3.01	4 to 5m depth	1,520	M³	800 ₹12,16,000 Lowest

Sl No

Description

Qty

Unit

KEYEM INFRA PROJECT PRIVATE LIMITED

1.00Schedule - 1 - Collection System

1.01A) CIVIL WORK

1.02Earth 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 soil, hard red earth, shales, murams, gravel, stoney earth, and earth mixed with 50% fair size boulders and hard gravelly soil - SS20Bdirected by Departmental officers

1.03(DWC & HDPE pipe 200 mm to 800 mm dia pipes)

1.04

0 to 2m depth

2,14,247

M³

220

₹4,71,34,340

Lowest

2.00Earthwork excavation and depositing on bank with initial lead of 10m and initial lift of 2m in Soft Disintegrated Rock, laterite, soft rock or kankar, not required blasting as directed by Departmental engineer.

2.01

2 to 3m depth

51,161

M³

360

₹1,84,17,960

Lowest

2.02

3 to 4m depth

22,785

M³

380

₹86,58,300

Lowest

3.00Earth work open well excavation complying with lead upto 10m in medium rock and dense medium rock not requiring blasting and as directed by Departmental Engineer.

3.01

4 to 5m depth

1,520

M³

800

₹12,16,000

Lowest

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Schedule - 1 - Collection System
1.01	A) CIVIL WORK	-	-	-	-
1.02	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 soil, hard red earth, shales, murams, gravel, stoney earth, and earth mixed with 50% fair size boulders and hard gravelly soil - SS20Bdirected by Departmental officers	-	-	-	-
1.03	(DWC & HDPE pipe 200 mm to 800 mm dia pipes)	-	-	-	-
1.04	0 to 2m depth	2,14,247	M³	-	-
2Earthwork excavation and depositing on bank with initial lead of 10m and initial lift of 2m in Soft Disintegrated Rock, laterite, soft rock or kankar, not required blasting as directed by Departmental engineer.
2.01	2 to 3m depth	51,161	M³	-	-
2.02	3 to 4m depth	22,785	M³	-	-
3Earth work open well excavation complying with lead upto 10m in medium rock and dense medium rock not requiring blasting and as directed by Departmental Engineer.
3.01	4 to 5m depth	1,520	M³	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Schedule - 1 - Collection System

1.01

A) CIVIL WORK

1.02

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 soil, hard red earth, shales, murams, gravel, stoney earth, and earth mixed with 50% fair size boulders and hard gravelly soil - SS20Bdirected by Departmental officers

1.03

(DWC & HDPE pipe 200 mm to 800 mm dia pipes)

1.04

0 to 2m depth

2,14,247

M³

2Earthwork excavation and depositing on bank with initial lead of 10m and initial lift of 2m in Soft Disintegrated Rock, laterite, soft rock or kankar, not required blasting as directed by Departmental engineer.

2.01

2 to 3m depth

51,161

M³

2.02

3 to 4m depth

22,785

M³

3Earth work open well excavation complying with lead upto 10m in medium rock and dense medium rock not requiring blasting and as directed by Departmental Engineer.

3.01

4 to 5m depth

1,520

M³