Kerala

To Be Opened

Works

Civil Works - Roads

n n u a l P l a n - D P - P K D - 2 0 2 6 - 2 7 - KOLLENGODE DIVISION - MOOCHIKKAD ROAD CONCRETING IN VADAVANOOR GP

Local Self Government Department

DISTRICT PANCHAYATH PALAKKAD | Palakkad, Kerala

Amount: ₹8.4 LCloses: 3 Oct 2026Closed

Timeline

Published22 Sept 2026
Closed3 Oct 2026
Bid Opening6 Oct 2026

Tender Value

₹8.4 L

EMD Value

₹21,109

Closing Date

3 Oct 2026, 4:00 pmClosed

Tender Inviting Organisation

Name

ASSISTANT EXECUTIVE ENGINEER

Address

ASSISTANT EXECUTIVE ENGINEER DISTRICT PANCHAYATH OFFICE PALAKKAD

Work Description

n n u a l P l a n - D P - P K D - 2 0 2 6 - 2 7 - KOLLENGODE DIVISION - MOOCHIKKAD ROAD CONCRETING IN VADAVANOOR GP

Tender Information

Tender ID

2026_LSGD_871103_52

Reference Number

03/AEE/2026-27 DT-17.09.2026

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

180 days

Location

DISTRICT PANCHAYATH PALAKKAD

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

RequiredPRELIMINARYAGMNT (.pdf)

RequiredAFFIDAVIT (.pdf)

RequiredEPAYMENT, INTERGRITYPACT (.pdf)

RequiredFORMOFTENDER (.pdf)

RequiredSBD,NIT (.pdf)

RequiredLICENSE,GST,PAN (.pdf)

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹1,865

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹21,109

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

22 Sept 2026

Published

22 Sept 2026

Bid Opening

6 Oct 2026

Download Starts

22 Sept 2026

Download Ends

3 Oct 2026

Submission Starts

22 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (5 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Road work
1.001	2.1:Clearing Grass and Removal of Rubbish Clearing grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201. By Manual Means	0	Hectare	-	-
1.002	3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.	48.67	cum	-	-
1.003	4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> 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. <br> (i) For Grading I Material	48.67	cum	-	-
1.004	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)	70.65	cum	-	-
1.005	OD177579/2026-2027:Supplying and providing ready made GI name board with all conveyance labour and hire charges etc complete using GI hollow tube of size 80401.4mm post outer frame 0.6mm thick sheet of size 90*60cm with two coat of enamel painting over a coat of primer lettering with suitable colour and size fixing the post in ground with CC 1:2:4 etc complete.	1	each	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.05 MB

Tendernotice_2.pdf

PDF • 0.05 MB

Tendernotice_3.pdf

PDF • 0.14 MB

Tendernotice_4.pdf

PDF • 0.06 MB

Tendernotice_5.pdf

PDF • 0.07 MB

Tendernotice_6.pdf

PDF • 6.51 MB

Work Item Documents

BOQ_1478272.xls

BOQ • 0.30 MB

viewnit.pdf

Tender Documents • 0.03 MB

viewsbd.pdf

Tender Documents • 1.64 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Road work
1.001	2.1:Clearing Grass and Removal of Rubbish Clearing grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201. By Manual Means	0	Hectare	-	-
1.002	3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.	48.67	cum	-	-
1.003	4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> 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. <br> (i) For Grading I Material	48.67	cum	-	-
1.004	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)	70.65	cum	-	-
1.005	OD177579/2026-2027:Supplying and providing ready made GI name board with all conveyance labour and hire charges etc complete using GI hollow tube of size 80401.4mm post outer frame 0.6mm thick sheet of size 90*60cm with two coat of enamel painting over a coat of primer lettering with suitable colour and size fixing the post in ground with CC 1:2:4 etc complete.	1	each	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Road work

1.001

2.1:Clearing Grass and Removal of Rubbish Clearing grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201. By Manual Means

Hectare

1.002

3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.

48.67

cum

1.003

4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> 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. <br> (i) For Grading I Material

48.67

cum

1.004

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)

70.65

cum

1.005

OD177579/2026-2027:Supplying and providing ready made GI name board with all conveyance labour and hire charges etc complete using GI hollow tube of size 80*40*1.4mm post outer frame 0.6mm thick sheet of size 90*60cm with two coat of enamel painting over a coat of primer lettering with suitable colour and size fixing the post in ground with CC 1:2:4 etc complete.

each