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Civil Works - Roads

Annual Plan- 2026-27- Vellangallur GP- Maintenance of Manakkal Road in ward 6 -Pro No.144/-26-27

Local Self Government Department

Konathukunnu | Thrissur, Kerala

Amount: ₹4.9 LCloses: 17 Oct 20267d left

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Timeline

Published9 Oct 2026
Closes17 Oct 2026
Bid Opening22 Oct 2026

Tender Value

₹4.9 L

EMD Value

₹12,265

Closing Date

17 Oct 2026, 3:00 pm7d left

Tender Inviting Organisation

Name

Assistant Engineer

Address

Assistant Engineer LIDEW Wing Vellangallur GP

Work Description

Annual Plan- 2026-27- Vellangallur GP- Maintenance of Manakkal Road in ward 6 -Pro No.144/-26-27

Tender Information

Tender ID

2026_LSGD_877625_4

Reference Number

02/AE/LIDEW/VGLR/26-27

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

240 days

Location

Konathukunnu

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

RequiredSCANNED COPY OF AFFIDAVIT (.pdf)

Requiredscanned copy of preliminary agreement (.pdf)

Requiredscanned copy of integrity pact certificate (.pdf)

Requiredscanned copy of form of tender (.pdf)

Requiredsbd downloaded from e-tender website (.pdf)

Requiredtender schedule boq (.xls)

Requiredscanned copy of e - payment tender (.pdf)

Fee & Financial Details

Tender Fee Amount

₹1,085

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹12,265

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

9 Oct 2026

Published

9 Oct 2026

Bid Opening

22 Oct 2026

Download Starts

9 Oct 2026

Download Ends

17 Oct 2026

Submission Starts

9 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (2 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Concreting
1.001	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.	3.46	cum	-	-
1.002	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)	28.34	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

PA.pdf

Tender Documents • 0.26 MB

NITBD.pdf

Tender Documents • 1.80 MB

FOT.pdf

Tender Documents • 0.25 MB

AFFIVADIT.pdf

Tender Documents • 0.24 MB

BOQ_1491682.xls

BOQ • 0.30 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Concreting
1.001	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.	3.46	cum	-	-
1.002	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)	28.34	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Concreting

1.001

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.

3.46

cum

1.002

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)

28.34

cum