Kerala

Cancelled

Works

Civil Works - Roads

S.121/27-Paving of Interlock paver Block in Manayatth Lane, Pandit Karuppan ByLane - renovating drain and paving interlock near Photex Studio

Local Self Government Department

Ernakulam, Kerala

Amount: ₹22.0 LCloses: 4 Aug 2026Closed

Timeline

Published28 Jul 2026
Cancelled1 Aug 2026

Cancellation Details

Cancellation of Tender

S.121/27-Paving of Interlock paver Block in Manayatth Lane, Pandit Karuppan ByLane - renovating drain and paving interlock near Photex StudioS.121/27-Paving of Interlock paver Block in Manayatth Lane, Pandit Karuppan ByLane - renovating drain and paving interlock near Photex StudioReason: No Bids receivedDocument: cancelled_1.pdf

Published 1 Aug 2026

Tender Value

₹22.0 L

EMD Value

₹50,000

Closing Date

4 Aug 2026, 3:00 pmClosed

Tender Inviting Organisation

Name

EXECUTIVE ENGINEER

Address

KOCHI MUNICIPAL CORPORATION

Work Description

S.121/27-Paving of Interlock paver Block in Manayatth Lane, Pandit Karuppan ByLane - renovating drain and paving interlock near Photex Studio

Tender Information

Tender ID

2026_LSGD_862430_34

Reference Number

Kochi municipal Corporation CCPC3/27603/22(2)

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

180 days

Location

ERNAKULAM

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

8 documents required · 8 mandatory

Fee/PreQual/Technical/Finance

RequiredTENDER SCHEDULE(BOQ) (.xls)

RequiredAFFIDAVIT (.pdf)

RequiredFORM OF TENDER (.pdf)

RequiredPRELIMINARY AGREEMENT (.pdf)

RequiredSTANDARD BID DOCUMENT (.pdf)

RequiredINTEGRITY PACT CERTIFICATE (.pdf)

RequiredEPAYMENT FORM (.pdf)

RequiredREGISTRATION AND GST CERTIFICATE (.pdf)

Fee & Financial Details

Tender Fee Amount

₹2,950

EMD Fee Amount

₹50,000

Important Dates

Last Activity

1 Aug 2026

Published

28 Jul 2026

Bid Opening

6 Aug 2026

Download Starts

28 Jul 2026

Download Ends

4 Aug 2026

Submission Starts

28 Jul 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (14 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Interlock near Photex Studio
1.001	3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3	-	cum	-	-
1.002	11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6	-	cum	-	-
1.003	11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5)	1	cum	-	-
1.004	11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br> IV. R.C.C grade M 20	-	cum	-	-
1.005	11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202	-	tonne	-	-
1.006	3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.	-	sqm	-	-
1.007	3.1:Preparation of Foundation for Embankment <br> Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means<br> Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4.	-	sqm	-	-
1.008	OD105664/2026-2027:(MD 4.1.A.1) Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator atOMC, and compacting by Ramming to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material	1	cum	-	-
1.009	OD40275/2026-2027:od1262281/2021_2022 :Providing and Laying of Interlocking Concrete Block Pavements using 80 mm M40 hydraulic blocks of approved size, design & shape, laid in required pattern over and including a compacted bed of 6mm stone aggregate of 50mm average thickness, etc. all complete as per the direction of Engineer- in-charge.	-	sqm	-	-

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.02 MB

Cancellation Documents

cancelled_1.pdf

pdf • 0.16 MB

Documents

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Tender Page Snapshot

details.html

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NIT Documents

Tendernotice_1.pdf

PDF • 0.76 MB

Tendernotice_2.pdf

PDF • 0.07 MB

Tendernotice_3.pdf

PDF • 0.07 MB

Work Item Documents

BOQ_1459419.xls

BOQ • 0.31 MB

PRI.pdf

Tender Documents • 0.25 MB

SBD.pdf

Tender Documents • 1.72 MB

AFFDVT.pdf

Tender Documents • 0.23 MB

FOT.pdf

Tender Documents • 0.25 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Interlock near Photex Studio
1.001	3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3	-	cum	-	-
1.002	11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6	-	cum	-	-
1.003	11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5)	1	cum	-	-
1.004	11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br> IV. R.C.C grade M 20	-	cum	-	-
1.005	11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202	-	tonne	-	-
1.006	3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.	-	sqm	-	-
1.007	3.1:Preparation of Foundation for Embankment <br> Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means<br> Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4.	-	sqm	-	-
1.008	OD105664/2026-2027:(MD 4.1.A.1) Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator atOMC, and compacting by Ramming to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material	1	cum	-	-
1.009	OD40275/2026-2027:od1262281/2021_2022 :Providing and Laying of Interlocking Concrete Block Pavements using 80 mm M40 hydraulic blocks of approved size, design & shape, laid in required pattern over and including a compacted bed of 6mm stone aggregate of 50mm average thickness, etc. all complete as per the direction of Engineer- in-charge.	-	sqm	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Interlock near Photex Studio

1.001

3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3

cum

1.002

11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6

cum

1.003

11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5)

cum

1.004

11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20

cum

1.005

11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202

tonne

1.006

3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.

sqm

1.007

3.1:Preparation of Foundation for Embankment Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4.

sqm

1.008

OD105664/2026-2027:(MD 4.1.A.1) Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator atOMC, and compacting by Ramming to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material

cum

1.009

OD40275/2026-2027:od1262281/2021_2022 :Providing and Laying of Interlocking Concrete Block Pavements using 80 mm M40 hydraulic blocks of approved size, design & shape, laid in required pattern over and including a compacted bed of 6mm stone aggregate of 50mm average thickness, etc. all complete as per the direction of Engineer- in-charge.

sqm