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Road maintenance from Vaniyappurakkal padi to inwards and from SNDP padi to inwards in Ambiyayath padi Aikkkara padi road in Ward 5 of Edathua GP

Local Self Government Department

Edathua | Alappuzha, Kerala

Amount: ₹4.2 LCloses: 16 Oct 20266d left

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Timeline

Published9 Oct 2026
Closes16 Oct 2026
Bid Opening17 Oct 2026

Tender Value

₹4.2 L

EMD Value

₹10,588

Closing Date

16 Oct 2026, 3:30 pm6d left

Tender Inviting Organisation

Name

Assistant Engineer

Address

LSGD EW Edathua GP

Work Description

Road maintenance from Vaniyappurakkal padi to inwards and from SNDP padi to inwards in Ambiyayath padi Aikkkara padi road

Tender Information

Tender ID

2026_LSGD_877804_1

Reference Number

LSGD/CELSGD/FL/88693/2026

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

180 days

Location

Edathua

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

5 documents required · 5 mandatory

Fee/PreQual/Technical/Finance

RequiredSigned Preliminary Agreement as per SBD (Part VI) in the prescribed format (.pdf)

Requiredcopy of valid license and registrations (.pdf)

RequiredSigned forms and declarations as specified in SBD (Part VI) (.pdf)

RequiredSBD duly filled and Signed (.pdf)

RequiredBOQ (Tender Schedule) (.xls)

Fee & Financial Details

Tender Fee Amount

₹935

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹10,588

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

9 Oct 2026

Published

9 Oct 2026

Bid Opening

17 Oct 2026

Download Starts

9 Oct 2026

Download Ends

16 Oct 2026

Submission Starts

9 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (3 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1ROAD MAINTENANCE
1.001	OD219608/2026-2027:Construction of Subgrade and Earthen Shoulders<br> Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. (3.14 Modified (without roller) for increased compensation and additional conveyance for Kuttanad Taluk-2025-26)	33.98	cum	-	-
1.002	OD220364/2026-2027: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.	22.65	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)	33.98	cum	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.05 MB

Work Item Documents

viewsbd.pdf

Tender Documents • 1.82 MB

BOQ_1491780.xls

BOQ • 0.30 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1ROAD MAINTENANCE
1.001	OD219608/2026-2027:Construction of Subgrade and Earthen Shoulders<br> Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. (3.14 Modified (without roller) for increased compensation and additional conveyance for Kuttanad Taluk-2025-26)	33.98	cum	-	-
1.002	OD220364/2026-2027: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.	22.65	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)	33.98	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1ROAD MAINTENANCE

1.001

OD219608/2026-2027:Construction of Subgrade and Earthen Shoulders<br> Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. (3.14 Modified (without roller) for increased compensation and additional conveyance for Kuttanad Taluk-2025-26)

33.98

cum

1.002

OD220364/2026-2027: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.

22.65

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)

33.98

cum