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Annual Plan Sulthan Bathery Block Panchayath Pr No 35 Footpath Concrete from Andoor Naikka Unnathi Water Tank to Andoor Vayal Well Ambalavayal Panchayath General Civil Work

Local Self Government Department

Sulthan Bathery | Wayanad, Kerala

Amount: ₹4.2 LCloses: 17 Oct 20267d left

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Timeline

Published9 Oct 2026
Closes17 Oct 2026
Bid Opening19 Oct 2026

Tender Value

₹4.2 L

EMD Value

₹10,584

Closing Date

17 Oct 2026, 11:00 am7d left

Tender Inviting Organisation

Name

AE.LID EW ,S.Bathery BP

Address

O/o Assistant Executive Engineer.LID EW , S.Bathery

Work Description

Annual Plan Sulthan Bathery Block Panchayath Pr No 35 Footpath Concrete from Andoor Naikka Unnathi Water Tank to Andoor Vayal Well Ambalavayal Panchayath General Civil Work

Tender Information

Tender ID

2026_LSGD_878125_4

Reference Number

AE/LID-EW/BPSBY/01/2026-27

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

180 days

Location

Sulthan Bathery

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

RequiredAFFIDAVIT AND INTEGRITY PACT CERTIFICATE (.pdf)

RequiredFORM OF TENDER (.pdf)

RequiredPRILIMINARY AGREEMENT (.pdf)

RequiredE-PAYMENT FORM (.pdf)

RequiredATTESTED COPY OF CONTRACTOR LISCENCE,PAN,GST REGISTRATION (.pdf)

RequiredSBD AND NIT (.pdf)

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹935

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹10,584

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

9 Oct 2026

Published

9 Oct 2026

Bid Opening

19 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 (4 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Footpath Concreting
1.001	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.	41.37	cum	-	-
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. <br>(ii) Using Gravel mix soil.	20.69	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)	41.37	cum	-	-
1.004	OD210907/2026-2027:Providing and fixing NAME BOARD fixed over MS sheeting ,2 mmthick supported on 2 nos GI pipe 40mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete200mmx200mmx 500mm , 500mm below ground level as per drawings and Technical Specification Clause 1701. 600x450mm Rectangular	1	each	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.29 MB

Work Item Documents

SBD.pdf

Tender Documents • 1.65 MB

BOQ_1492455.xls

BOQ • 0.23 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Footpath Concreting
1.001	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.	41.37	cum	-	-
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. <br>(ii) Using Gravel mix soil.	20.69	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)	41.37	cum	-	-
1.004	OD210907/2026-2027:Providing and fixing NAME BOARD fixed over MS sheeting ,2 mmthick supported on 2 nos GI pipe 40mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete200mmx200mmx 500mm , 500mm below ground level as per drawings and Technical Specification Clause 1701. 600x450mm Rectangular	1	each	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Footpath Concreting

1.001

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.

41.37

cum

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. <br>(ii) Using Gravel mix soil.

20.69

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)

41.37

cum

1.004

OD210907/2026-2027:Providing and fixing NAME BOARD fixed over MS sheeting ,2 mmthick supported on 2 nos GI pipe 40mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete200mmx200mmx 500mm , 500mm below ground level as per drawings and Technical Specification Clause 1701. 600x450mm Rectangular

each