Kerala

To Be Opened

Works

Civil Works - Roads

Annual Plan 2025-26 MATTATHUR GP-KAVUNGAL ROAD WARD 11 PRO NO 212/27

Local Self Government Department

MATTATHUR | Thrissur, Kerala

Amount: ₹1.7 LCloses: 26 Sept 2026Closed

Timeline

Published19 Sept 2026
Closed26 Sept 2026
Bid Opening28 Sept 2026

Tender Value

₹1.7 L

EMD Value

₹4,230

Closing Date

26 Sept 2026, 6:00 pmClosed

Tender Inviting Organisation

Name

ASSISTANT ENGINEER

Address

DIVYA GOPINATHAN ASSISTANT ENGINEER MATTATHUR GP

Work Description

KAVUNGAL ROAD

Tender Information

Tender ID

2026_LSGD_870895_20

Reference Number

ETN5/26.27/AE LIDEW/MTRGP

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

180 days

Location

MATTATHUR

Source Website

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Eligibility / Pre-Qualification

PLEASE REFFER TENDER DOCUMENTS

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)

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹555

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹4,230

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

19 Sept 2026

Published

19 Sept 2026

Bid Opening

28 Sept 2026

Download Starts

19 Sept 2026

Download Ends

26 Sept 2026

Submission Starts

19 Sept 2026

Clarification Period

19 Sept 2026 - 26 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (5 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1ROAD CONCRETING
1.001	OD73813/2026-2027: [OD From DAR 2.28.1 ]Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil	99	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. <br>(ii) Using Gravel mix soil.	9.9	cum	-	-
1.003	75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)	12.06	cum	-	-
1.004	75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)	2.48	cum	-	-
1.005	OD73817/2026-2027:Supplying and fixing MS Name board with 1.2 meter length post from ground level, having board dimension 80x 45 cm, lettering done with black enamel paint on yellow back ground, including the cost of all materials, labour and conveyance charges etc complete.	1	no	-	-

Documents

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Tender Page Snapshot

details.html

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NIT Documents

Tendernotice_1.pdf

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Tendernotice_2.pdf

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Tendernotice_3.pdf

PDF • 0.24 MB

Work Item Documents

PREL.pdf

Tender Documents • 0.25 MB

viewsbd.pdf

Tender Documents • 1.67 MB

FORMT.pdf

Tender Documents • 0.24 MB

AFFD.pdf

Tender Documents • 0.23 MB

BOQ_1477133.xls

BOQ • 0.30 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1ROAD CONCRETING
1.001	OD73813/2026-2027: [OD From DAR 2.28.1 ]Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil	99	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. <br>(ii) Using Gravel mix soil.	9.9	cum	-	-
1.003	75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)	12.06	cum	-	-
1.004	75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)	2.48	cum	-	-
1.005	OD73817/2026-2027:Supplying and fixing MS Name board with 1.2 meter length post from ground level, having board dimension 80x 45 cm, lettering done with black enamel paint on yellow back ground, including the cost of all materials, labour and conveyance charges etc complete.	1	no	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1ROAD CONCRETING

1.001

OD73813/2026-2027: [OD From DAR 2.28.1 ]Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil

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. <br>(ii) Using Gravel mix soil.

9.9

cum

1.003

75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)

12.06

cum

1.004

75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)

2.48

cum

1.005

OD73817/2026-2027:Supplying and fixing MS Name board with 1.2 meter length post from ground level, having board dimension 80x 45 cm, lettering done with black enamel paint on yellow back ground, including the cost of all materials, labour and conveyance charges etc complete.