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LAC-ADS-LAC ADS 2025-26 Peravoor LAC Sri.Sunny Joseph MLA-Mayyan Palli Junction Kunnel Road Construction work in Ayyankunnu GP at Peravoor LAC(10)

Local Self Government Department

Kannur, Kerala

Amount: ₹8.5 LCloses: 10 Oct 2026

Timeline

Published1 Oct 2026
Closes10 Oct 2026
Bid Opening12 Oct 2026

Tender Value

₹8.5 L

EMD Value

₹21,164

Closing Date

10 Oct 2026, 6:00 pm

Tender Inviting Organisation

Name

Executive Engineer

Address

LSGD (LID and EW) Division Kannur DP

Work Description

LAC-ADS-LAC ADS 2025-26 Peravoor LAC Sri.Sunny Joseph MLA-Mayyan Palli Junction Kunnel Road Construction work in Ayyankunnu GP at Peravoor LAC(10)-General Civil Work

Tender Information

Tender ID

2026_LSGD_875544_9

Reference Number

DB/TN/2(4-A)/26-27

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

180 days

Location

Kannur

Source Website

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Eligibility / Pre-Qualification

please refer Tender documents

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

RequiredBOQ (.xls)

RequiredSBD (.pdf)

RequiredE-Payment Form (.pdf)

RequiredPreliminary Agreement (.pdf)

RequiredForm of Tender, Affidavit, Integrity Pact Certificate(All documents should be signed) (.pdf)

RequiredSelf attested copies of Contractors License, GST Registration, PAN (.pdf)

RequiredFee exemption proof if any (.pdf)

Fee & Financial Details

Tender Fee Amount

₹1,870

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹21,164

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

1 Oct 2026

Published

1 Oct 2026

Bid Opening

12 Oct 2026

Download Starts

1 Oct 2026

Download Ends

10 Oct 2026

Submission Starts

1 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (4 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Road Concrete
1.001	3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.	157.5	cum	-	-
1.002	4.1.A.2: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. (ii) For Grading II Material	39.38	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)	78.75	cum	-	-
1.004	OD79376/2026-2027:Providing and fixing 8mm thick granite 0.75mX0.6cm in size on solid block precast concrete block masonry wall, neatly plastered with 1:4 cement plastering. Earthwork excavation for foundation and laying 30cmX20cmX20cm Pre cast concrete solid block masonry in foundation of size 1.00mX0.30mX0.40m and wall masonry with same of size 0.80mX0.20mX0.80m. Plastering the wall with cement mortar 1:4 and placing Granite stone 0.75mX0.60m size with engraving of letters etc. and completing the work by painting emulsion paint with two coat of primer on the plastered surface. All work as directed by engineer in charge.	1	1 nos	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 1.10 MB

Work Item Documents

SBDmayyanpalli.pdf

Tender Documents • 1.73 MB

NITmayyanpalli.pdf

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Road Concrete
1.001	3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.	157.5	cum	-	-
1.002	4.1.A.2: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. (ii) For Grading II Material	39.38	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)	78.75	cum	-	-
1.004	OD79376/2026-2027:Providing and fixing 8mm thick granite 0.75mX0.6cm in size on solid block precast concrete block masonry wall, neatly plastered with 1:4 cement plastering. Earthwork excavation for foundation and laying 30cmX20cmX20cm Pre cast concrete solid block masonry in foundation of size 1.00mX0.30mX0.40m and wall masonry with same of size 0.80mX0.20mX0.80m. Plastering the wall with cement mortar 1:4 and placing Granite stone 0.75mX0.60m size with engraving of letters etc. and completing the work by painting emulsion paint with two coat of primer on the plastered surface. All work as directed by engineer in charge.	1	1 nos	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Road Concrete

1.001

3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.

157.5

cum

1.002

4.1.A.2: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. (ii) For Grading II Material

39.38

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)

78.75

cum

1.004

OD79376/2026-2027:Providing and fixing 8mm thick granite 0.75mX0.6cm in size on solid block precast concrete block masonry wall, neatly plastered with 1:4 cement plastering. Earthwork excavation for foundation and laying 30cmX20cmX20cm Pre cast concrete solid block masonry in foundation of size 1.00mX0.30mX0.40m and wall masonry with same of size 0.80mX0.20mX0.80m. Plastering the wall with cement mortar 1:4 and placing Granite stone 0.75mX0.60m size with engraving of letters etc. and completing the work by painting emulsion paint with two coat of primer on the plastered surface. All work as directed by engineer in charge.

1 nos