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Annual Plan-Mattathur GP Proj No. 430/26-27 Kamalakatty Monody Ombathungal road Santhi nagar tile laying work -Ward 16

Local Self Government Department

MATTATHUR | Thrissur, Kerala

Amount: ₹6.4 LCloses: 13 Oct 2026Due tomorrow

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Timeline

Published6 Oct 2026
Closes13 Oct 2026
Bid Opening15 Oct 2026

Tender Value

₹6.4 L

EMD Value

₹15,885

Closing Date

13 Oct 2026, 4:00 pmDue tomorrow

Tender Inviting Organisation

Name

ASSISTANT ENGINEER

Address

DIVYA GOPINATHAN LID EW MTRGP

Work Description

Kamalakatty Monody Ombathungal road Santhi nagar tile laying work

Tender Information

Tender ID

2026_LSGD_875590_14

Reference Number

E6/AE LID EW/MTRGP

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

240 days

Location

MATTATHUR

Source Website

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Eligibility / Pre-Qualification

PLEASE REFFER TENDER DOCUMENT

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

RequiredSCANNED COPY OF PRELIMINARY AGREEMENT (.pdf)

RequiredSCANNED COPY OF E - PAYMENT FORM (.pdf)

RequiredSCANNED COPY OF INTEGRITY PACT CERTIFICATE (.pdf)

RequiredSCANNED COPY OF AFFIDAVIT (.pdf)

RequiredSCANNED COPY OF FORM OF TENDER (.pdf)

RequiredSBD DOWNLOADED FROM E TENDER WEBSITE (.pdf)

RequiredTENDER SCHEDULE (BOQ) (.xls)

Fee & Financial Details

Tender Fee Amount

₹1,405

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹15,885

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

6 Oct 2026

Published

6 Oct 2026

Bid Opening

15 Oct 2026

Download Starts

6 Oct 2026

Download Ends

13 Oct 2026

Submission Starts

6 Oct 2026

Clarification Period

6 Oct 2026 - 13 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (6 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1ROAD TILE WORK
1.001	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.	384	sqm	-	-
1.002	4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil.	38.4	cum	-	-
1.003	OD191137/2026-2027:Filling with Quarry Muck Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade	11.7	cum	-	-
1.004	OD173596/2026-2027:Supplying and laying interlocking tile 80mm or nearest size thickness, minimum strength M40 including providing a layer of 6mm aggregate for 5cm thickness, then laying interlock cobbles in lines and levels as per the officers at site inclusive of all cost & conveyance charges directions of the departmental officers at site inclusive of all cost and coveyance charges etc. complete(Modified Morth 55.23) Supplying and laying interlocking Cement concrete paver block tiles 80 mm or nearest size thickness ,minimum strength M40(conforming to IS 15628:2006, for medium traffic low volume roads) including providing a layer of 6mm aggregate for 5cm thickness, then laying interlock CC paver block tiles in lines and levels as per the directions of the departmental officers at site,incilusive of all cost & conveyance charges etc. complete.(Morth 55.23modified in )	312	sqm	-	-
1.005	75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)	15.98	cum	-	-
1.006	OD191483/2026-2027:Supplying and fixing MS Name board with 1.2m length post from ground level, having board dimension 80x45cm,lettering done with black enamel paint on yellow background, including the cost of all materials, labour and conveyance charges etc., complete.	1	each	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.28 MB

Tendernotice_2.pdf

PDF • 0.25 MB

Tendernotice_3.pdf

PDF • 0.24 MB

Work Item Documents

PREL.pdf

Tender Documents • 0.25 MB

viewsbd.pdf

Tender Documents • 1.76 MB

FORMT.pdf

Tender Documents • 0.24 MB

AFFD.pdf

Tender Documents • 0.23 MB

BOQ_1488930.xls

BOQ • 0.30 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1ROAD TILE WORK
1.001	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.	384	sqm	-	-
1.002	4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil.	38.4	cum	-	-
1.003	OD191137/2026-2027:Filling with Quarry Muck Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade	11.7	cum	-	-
1.004	OD173596/2026-2027:Supplying and laying interlocking tile 80mm or nearest size thickness, minimum strength M40 including providing a layer of 6mm aggregate for 5cm thickness, then laying interlock cobbles in lines and levels as per the officers at site inclusive of all cost & conveyance charges directions of the departmental officers at site inclusive of all cost and coveyance charges etc. complete(Modified Morth 55.23) Supplying and laying interlocking Cement concrete paver block tiles 80 mm or nearest size thickness ,minimum strength M40(conforming to IS 15628:2006, for medium traffic low volume roads) including providing a layer of 6mm aggregate for 5cm thickness, then laying interlock CC paver block tiles in lines and levels as per the directions of the departmental officers at site,incilusive of all cost & conveyance charges etc. complete.(Morth 55.23modified in )	312	sqm	-	-
1.005	75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)	15.98	cum	-	-
1.006	OD191483/2026-2027:Supplying and fixing MS Name board with 1.2m length post from ground level, having board dimension 80x45cm,lettering done with black enamel paint on yellow background, including the cost of all materials, labour and conveyance charges etc., complete.	1	each	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1ROAD TILE WORK

1.001

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.

384

sqm

1.002

4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil.

38.4

cum

1.003

OD191137/2026-2027:Filling with Quarry Muck Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade

11.7

cum

1.004

OD173596/2026-2027:Supplying and laying interlocking tile 80mm or nearest size thickness, minimum strength M40 including providing a layer of 6mm aggregate for 5cm thickness, then laying interlock cobbles in lines and levels as per the officers at site inclusive of all cost & conveyance charges directions of the departmental officers at site inclusive of all cost and coveyance charges etc. complete(Modified Morth 55.23) Supplying and laying interlocking Cement concrete paver block tiles 80 mm or nearest size thickness ,minimum strength M40(conforming to IS 15628:2006, for medium traffic low volume roads) including providing a layer of 6mm aggregate for 5cm thickness, then laying interlock CC paver block tiles in lines and levels as per the directions of the departmental officers at site,incilusive of all cost & conveyance charges etc. complete.(Morth 55.23modified in )

312

sqm

1.005

75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)

15.98

cum

1.006

OD191483/2026-2027:Supplying and fixing MS Name board with 1.2m length post from ground level, having board dimension 80x45cm,lettering done with black enamel paint on yellow background, including the cost of all materials, labour and conveyance charges etc., complete.

each