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ANNUAL PLAN-KONDAZHY GP 2026-27 - MARIYAMMAN KOVIL ROAD MAINTENANCE WARD 5 (PROJ.NO.96/26-27)- GENERAL CIVIL WORK

Local Self Government Department

KONDAZHY GP | Thrissur, Kerala

Amount: ₹8.5 LCloses: 13 Oct 2026Due tomorrow

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Timeline

Published6 Oct 2026
Closes13 Oct 2026
Bid Opening14 Oct 2026

Tender Value

₹8.5 L

EMD Value

₹21,176

Closing Date

13 Oct 2026, 11:00 amDue tomorrow

Tender Inviting Organisation

Name

SIPIN CP

Address

LID EW section, Kondazhy GP, Thrissur

Work Description

ANNUAL PLAN-KONDAZHY GP 2026-27 - MARIYAMMAN KOVIL ROAD MAINTENANCE WARD 5 (PROJ.NO.96/26-27)- GENERAL CIVIL WORK

Tender Information

Tender ID

2026_LSGD_875970_10

Reference Number

ET-03/2026-27/AE/LID EW/KDY

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

240 days

Location

KONDAZHY GP

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

RequiredTENDER SCHEDULE (BOQ) (.xls)

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)

Fee & Financial Details

Tender Fee Amount

₹1,870

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹21,176

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

6 Oct 2026

Published

6 Oct 2026

Bid Opening

14 Oct 2026

Download Starts

6 Oct 2026

Download Ends

13 Oct 2026

Submission Starts

6 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (4 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Road Maintenance
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.	561	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.	54.23	cum	-	-
1.003	OD81295/2026-2027:Supplying and laying interlocking tile 80mm or nearest size thickness, minimum strength M30 including providing a layer of 6mm aggregate for 5cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc. complete.(Reference from MORTH 55.23)	536.5	sqm	-	-
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)	13.38	cum	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.29 MB

Tendernotice_2.pdf

PDF • 0.25 MB

Tendernotice_3.pdf

PDF • 0.25 MB

Work Item Documents

BOQ_1488343.xls

BOQ • 0.30 MB

96PAG.pdf

Tender Documents • 0.26 MB

96SBD.pdf

Tender Documents • 0.92 MB

96FOT.pdf

Tender Documents • 0.25 MB

96AFFI.pdf

Tender Documents • 0.24 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Road Maintenance
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.	561	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.	54.23	cum	-	-
1.003	OD81295/2026-2027:Supplying and laying interlocking tile 80mm or nearest size thickness, minimum strength M30 including providing a layer of 6mm aggregate for 5cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc. complete.(Reference from MORTH 55.23)	536.5	sqm	-	-
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)	13.38	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Road Maintenance

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.

561

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.

54.23

cum

1.003

OD81295/2026-2027:Supplying and laying interlocking tile 80mm or nearest size thickness, minimum strength M30 including providing a layer of 6mm aggregate for 5cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc. complete.(Reference from MORTH 55.23)

536.5

sqm

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)

13.38

cum