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Civil Works - Roads

MLA-SDF-Construction of Ayurvedha Hospital road in ward no.8 of Anthikad Grama Panchayath-Anthikad BP

Local Self Government Department

Anthikad BP | Thrissur, Kerala

Amount: ₹6.5 LCloses: 17 Jun 2026Closed

Timeline

Published10 Jun 2026
Closed17 Jun 2026
Bid Opening19 Jun 2026

Tender Value

₹6.5 L

EMD Value

₹16,353

Closing Date

17 Jun 2026, 5:00 pmClosed

Tender Inviting Organisation

Name

Asst.Executive Engineer

Address

Asst.Executive Engineer LID EW Sub division

Work Description

MLA-SDF-Construction of Ayurvedha Hospital road in ward no.8 of Anthikad Grama Panchayath-Anthikad BP

Tender Information

Tender ID

2026_LSGD_855214_1

Reference Number

01/2026/AEE/LIDEW/AKD/26-27

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

180 days

Location

Anthikad BP

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

RequiredBill of quantity (.xls)

RequiredStandard bid document (.pdf)

RequiredPreliminary agreement (.pdf)

RequiredAffidavit (.pdf)

RequiredForm of tender (.pdf)

Requirede Payment (.pdf)

RequiredI Pact (.pdf)

Fee & Financial Details

Tender Fee Amount

₹1,445

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹16,353

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

10 Jun 2026

Published

10 Jun 2026

Bid Opening

19 Jun 2026

Download Starts

10 Jun 2026

Download Ends

17 Jun 2026

Submission Starts

10 Jun 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (5 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Construction of road
1.001	3.5.2:Excavation in Soil with Dozer with lead upto 100 m 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.	-	cum	-	-
1.002	OD510340/2025-2026:Filling with Quarry muck filling up low lying and water logged areas with local material/ quarry muck, spreading in layers	-	cum	-	-
1.003	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.	-	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)	-	cum	-	-
1.005	OD510315/2025-2026:Providing and fixing of good quality granite name board	-	each	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.03 MB

Tendernotice_2.pdf

PDF • 0.02 MB

Tendernotice_3.pdf

PDF • 0.02 MB

Work Item Documents

BOQ_1445384.xls

BOQ • 0.25 MB

FOTayur.pdf

Tender Documents • 0.01 MB

Ayursbd.pdf

Tender Documents • 2.13 MB

AFDAyur.pdf

Tender Documents • 0.09 MB

Prmagmt.pdf

Tender Documents • 0.10 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Construction of road
1.001	3.5.2:Excavation in Soil with Dozer with lead upto 100 m 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.	-	cum	-	-
1.002	OD510340/2025-2026:Filling with Quarry muck filling up low lying and water logged areas with local material/ quarry muck, spreading in layers	-	cum	-	-
1.003	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.	-	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)	-	cum	-	-
1.005	OD510315/2025-2026:Providing and fixing of good quality granite name board	-	each	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Construction of road

1.001

3.5.2:Excavation in Soil with Dozer with lead upto 100 m 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.

cum

1.002

OD510340/2025-2026:Filling with Quarry muck filling up low lying and water logged areas with local material/ quarry muck, spreading in layers

cum

1.003

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.

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)

cum

1.005

OD510315/2025-2026:Providing and fixing of good quality granite name board

each