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GENERAL-MLA FUND-FCE1/6635807- 2026-Tile laying and drain maintenance in Sebastian Thaliyath road Div-74

Local Self Government Department

Fortkochi | Ernakulam, Kerala

Amount: ₹84.7 LCloses: 13 Oct 20262d left

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Timeline

Published7 Oct 2026
Closes13 Oct 2026
Bid Opening15 Oct 2026

Tender Value

₹84.7 L

EMD Value

₹50,000

Closing Date

13 Oct 2026, 4:00 pm2d left

Tender Inviting Organisation

Name

Superintending Engineer

Address

O/o Superintending Engineer, Kochi Municipal Corporation.

Work Description

GENERAL-MLA FUND-FCE1/6635807- 2026-Tile laying and drain maintenance in Sebastian Thaliyath road Div-74

Tender Information

Tender ID

2026_LSGD_877072_1

Reference Number

FCE1-6635807/2026 - MLA

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

270 days

Location

Fortkochi

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

Requiredcopy of Duly filled and signed bid submission form (.pdf)

Requiredcopy of Preliminary agreement duly filled and signed by the contractor (.pdf)

Requiredcopy of contractors valid licence(PRICE 3), GST registration certificate and Aadhar card (.pdf)

Requiredcopy of Affidavit duly filled and signed by the contractor (.pdf)

Requiredcopy of Duly filled and signed requisition form for epayment and format for Integrity Pact (.pdf)

RequiredSBD duly digitally signed by contractor (.pdf)

RequiredTender Schedule (should be rounded to two decimals, others cannot be uploaded in price 3) (.xls)

Fee & Financial Details

Tender Fee Amount

₹2,500

EMD Fee Amount

₹50,000

Important Dates

Last Activity

7 Oct 2026

Published

7 Oct 2026

Bid Opening

15 Oct 2026

Download Starts

7 Oct 2026

Download Ends

13 Oct 2026

Submission Starts

7 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (15 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Interlocking
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	56.52	cum	-	-
1.002	OD147655/2026-2027:Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete Modified 60.2.2	14	hour	-	-
1.003	OD147654/2026-2027:RING BUND Type II Putting up ring bund with earth fille gunny bags of top width 0.75m bottom width 1.5m height 1.5 m side and filling in between with earth to form ring bund and maintaining the same leak proof till the completion of the work and clearing the site by dismantling the bund after completion of the work.etc.complete MODIFIED 60.1.2	5	metre	-	-
1.004	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.	1,153	sqm	-	-
1.005	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 at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material	461.98	cum	-	-
1.006	OD147658/2026-2027:(MD) 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 6 mm stone aggregate of 50 mm average thickness , etc . all complete as per the direction of Engineer- in-charge.	1,878.5	sqm	-	-
1.007	OD147653/2026-2027:Taking out existing CC interlocking paver blocks from foot path and removal of rubbish etc	569.5	sqm	-	-
1.008	2.5.2.A:Dismantling of Structures Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.(II) By Mechanical Means (A) Cement Concrete	53.95	cum	-	-
1.009	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	46.14	cum	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.05 MB

Work Item Documents

BOQ_1490110.xls

BOQ • 0.24 MB

affi.pdf

Tender Documents • 0.23 MB

epay.pdf

Tender Documents • 0.23 MB

integrity.pdf

Tender Documents • 0.23 MB

preliminary.pdf

Tender Documents • 0.25 MB

sbd.pdf

Tender Documents • 0.85 MB

tenderform.pdf

Tender Documents • 0.25 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Interlocking
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	56.52	cum	-	-
1.002	OD147655/2026-2027:Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete Modified 60.2.2	14	hour	-	-
1.003	OD147654/2026-2027:RING BUND Type II Putting up ring bund with earth fille gunny bags of top width 0.75m bottom width 1.5m height 1.5 m side and filling in between with earth to form ring bund and maintaining the same leak proof till the completion of the work and clearing the site by dismantling the bund after completion of the work.etc.complete MODIFIED 60.1.2	5	metre	-	-
1.004	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.	1,153	sqm	-	-
1.005	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 at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material	461.98	cum	-	-
1.006	OD147658/2026-2027:(MD) 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 6 mm stone aggregate of 50 mm average thickness , etc . all complete as per the direction of Engineer- in-charge.	1,878.5	sqm	-	-
1.007	OD147653/2026-2027:Taking out existing CC interlocking paver blocks from foot path and removal of rubbish etc	569.5	sqm	-	-
1.008	2.5.2.A:Dismantling of Structures Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.(II) By Mechanical Means (A) Cement Concrete	53.95	cum	-	-
1.009	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	46.14	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Interlocking

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

56.52

cum

1.002

OD147655/2026-2027:Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete Modified 60.2.2

hour

1.003

OD147654/2026-2027:RING BUND Type II Putting up ring bund with earth fille gunny bags of top width 0.75m bottom width 1.5m height 1.5 m side and filling in between with earth to form ring bund and maintaining the same leak proof till the completion of the work and clearing the site by dismantling the bund after completion of the work.etc.complete MODIFIED 60.1.2

metre

1.004

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.

1,153

sqm

1.005

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 at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material

461.98

cum

1.006

OD147658/2026-2027:(MD) 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 6 mm stone aggregate of 50 mm average thickness , etc . all complete as per the direction of Engineer- in-charge.

1,878.5

sqm

1.007

OD147653/2026-2027:Taking out existing CC interlocking paver blocks from foot path and removal of rubbish etc

569.5

sqm

1.008

2.5.2.A:Dismantling of Structures Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.(II) By Mechanical Means (A) Cement Concrete

53.95

cum

1.009

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

46.14

cum