Kerala

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Civil Works - Roads

Annual plan -RamankaryGP- 57/26-27Maintenance of Road from Nabad Road to chandramangalam Ward 9

Local Self Government Department

RAMANKARY GP | Alappuzha, Kerala

Amount: Refer DocsCloses: 22 Oct 2026

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Timeline

Published12 Oct 2026
Closes22 Oct 2026
Bid Opening24 Oct 2026

Tender Value

Refer Docs

EMD Value

₹5,370

Closing Date

22 Oct 2026, 6:00 pm

Tender Inviting Organisation

Name

ASSISTANT ENGINEER

Address

LID EW RAMANKARY GP

Work Description

PUBLIC WORKS

Tender Information

Tender ID

2026_LSGD_878295_1

Reference Number

05/AE/LSGD/RMKY/PHASE5

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

240 days

Location

RAMANKARY GP

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)

RequiredFORM OF TENDER (.pdf)

RequiredPRELIMINARY AGREMENT (.pdf)

RequiredFORM OF INTEGRITY PACT (.pdf)

RequiredAFFIDAVIT (.pdf)

RequiredE PAYMENT FORM (.pdf)

Fee & Financial Details

Tender Fee Amount

₹555

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹5,370

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

12 Oct 2026

Published

12 Oct 2026

Bid Opening

24 Oct 2026

Download Starts

12 Oct 2026

Download Ends

22 Oct 2026

Submission Starts

12 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (2 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Road maintenance
1.001	OD207922/2026-2027:onstruction of embankment with approved material obtained from borrow pits with lift upto 1.5m transporting to site spreading,grading,to required slope and compacting to meet requirement of tables 300.1 and 300.2 with a lead up to 1000m as per technical specification clause (with power roller)	74.31	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.	48	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

SBD.pdf

Tender Documents • 1.63 MB

BOQ_1492756.xls

BOQ • 0.30 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Road maintenance
1.001	OD207922/2026-2027:onstruction of embankment with approved material obtained from borrow pits with lift upto 1.5m transporting to site spreading,grading,to required slope and compacting to meet requirement of tables 300.1 and 300.2 with a lead up to 1000m as per technical specification clause (with power roller)	74.31	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.	48	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Road maintenance

1.001

OD207922/2026-2027:onstruction of embankment with approved material obtained from borrow pits with lift upto 1.5m transporting to site spreading,grading,to required slope and compacting to meet requirement of tables 300.1 and 300.2 with a lead up to 1000m as per technical specification clause (with power roller)

74.31

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.

cum